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University: Delft University of Technology

You searched for subject:( finite difference method). Showing records 1 – 30 of 362 total matches.

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Delft University of Technology

1. Oosting, R.M. A sensitivity analysis of acoustic wave propagation through the ankle joint space.:.

Degree: 2016, Delft University of Technology

 Ultrasound imaging is known to be non-invasive, fast, and cost-effective. However, a drawback is its reflection on bone. Therefore, an alternative acoustic wave propagating technique… (more)

Subjects/Keywords: Osteochondral defects (OCDs); acoustic wave propagatoin; sensitivity analysis; pulse echo method; density bottle method; 2d finite-difference time -domain model

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APA (6th Edition):

Oosting, R. M. (2016). A sensitivity analysis of acoustic wave propagation through the ankle joint space.:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b3d3a4ce-8d10-4727-8300-202d5b2732c6

Chicago Manual of Style (16th Edition):

Oosting, R M. “A sensitivity analysis of acoustic wave propagation through the ankle joint space.:.” 2016. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:b3d3a4ce-8d10-4727-8300-202d5b2732c6.

MLA Handbook (7th Edition):

Oosting, R M. “A sensitivity analysis of acoustic wave propagation through the ankle joint space.:.” 2016. Web. 18 Aug 2019.

Vancouver:

Oosting RM. A sensitivity analysis of acoustic wave propagation through the ankle joint space.:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:b3d3a4ce-8d10-4727-8300-202d5b2732c6.

Council of Science Editors:

Oosting RM. A sensitivity analysis of acoustic wave propagation through the ankle joint space.:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:b3d3a4ce-8d10-4727-8300-202d5b2732c6


Delft University of Technology

2. Van de Weerd, B.M. StructuralComponents: A client-server software architecture for FEM-based structural design exploration:.

Degree: 2013, Delft University of Technology

 StructuralComponents allows an engineer to quickly compose an early-stage structural concept and immediately analyse its performance. It follows the Conceptual Story method in an attempt… (more)

Subjects/Keywords: structural design; finite element method

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APA (6th Edition):

Van de Weerd, B. M. (2013). StructuralComponents: A client-server software architecture for FEM-based structural design exploration:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926

Chicago Manual of Style (16th Edition):

Van de Weerd, B M. “StructuralComponents: A client-server software architecture for FEM-based structural design exploration:.” 2013. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926.

MLA Handbook (7th Edition):

Van de Weerd, B M. “StructuralComponents: A client-server software architecture for FEM-based structural design exploration:.” 2013. Web. 18 Aug 2019.

Vancouver:

Van de Weerd BM. StructuralComponents: A client-server software architecture for FEM-based structural design exploration:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926.

Council of Science Editors:

Van de Weerd BM. StructuralComponents: A client-server software architecture for FEM-based structural design exploration:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:6d95dd31-e1a7-41c9-abc9-49a8fcb80926


Delft University of Technology

3. Oud, G.T. A dual interface method in cylindrical coordinates for two-phase pipe flows.

Degree: 2017, Delft University of Technology

 This research entails the numerical simulation of physical flow instabilities that can occur in two-phase pipe flows with a new efficient algorithm. The fluids are… (more)

Subjects/Keywords: Level set method (LSM); Volume of Fluid (VOF); Mimetic finite difference method; Cylindrical coordinates; sharp interface

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APA (6th Edition):

Oud, G. T. (2017). A dual interface method in cylindrical coordinates for two-phase pipe flows. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; 33718e17-681f-4fb6-92ca-362f340fab45 ; urn:isbn:978-94-6295-763-3 ; 10.4233/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45

Chicago Manual of Style (16th Edition):

Oud, G T. “A dual interface method in cylindrical coordinates for two-phase pipe flows.” 2017. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; 33718e17-681f-4fb6-92ca-362f340fab45 ; urn:isbn:978-94-6295-763-3 ; 10.4233/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45.

MLA Handbook (7th Edition):

Oud, G T. “A dual interface method in cylindrical coordinates for two-phase pipe flows.” 2017. Web. 18 Aug 2019.

Vancouver:

Oud GT. A dual interface method in cylindrical coordinates for two-phase pipe flows. [Internet] [Doctoral dissertation]. Delft University of Technology; 2017. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; 33718e17-681f-4fb6-92ca-362f340fab45 ; urn:isbn:978-94-6295-763-3 ; 10.4233/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45.

Council of Science Editors:

Oud GT. A dual interface method in cylindrical coordinates for two-phase pipe flows. [Doctoral Dissertation]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; 33718e17-681f-4fb6-92ca-362f340fab45 ; urn:isbn:978-94-6295-763-3 ; 10.4233/uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; urn:NBN:nl:ui:24-uuid:33718e17-681f-4fb6-92ca-362f340fab45 ; http://resolver.tudelft.nl/uuid:33718e17-681f-4fb6-92ca-362f340fab45


Delft University of Technology

4. Sanchez, P.F. Microstructural Model of the Collagen Fibril using Finite Element Method:.

Degree: 2013, Delft University of Technology

 The tendon is the connective tissues that attach the muscles to bones. It plays an important role in the mechanics of the articulation because the… (more)

Subjects/Keywords: tendon; fibril; failure; finite element method

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APA (6th Edition):

Sanchez, P. F. (2013). Microstructural Model of the Collagen Fibril using Finite Element Method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6db70afa-fc9b-461c-981d-80520b5a7433

Chicago Manual of Style (16th Edition):

Sanchez, P F. “Microstructural Model of the Collagen Fibril using Finite Element Method:.” 2013. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:6db70afa-fc9b-461c-981d-80520b5a7433.

MLA Handbook (7th Edition):

Sanchez, P F. “Microstructural Model of the Collagen Fibril using Finite Element Method:.” 2013. Web. 18 Aug 2019.

Vancouver:

Sanchez PF. Microstructural Model of the Collagen Fibril using Finite Element Method:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:6db70afa-fc9b-461c-981d-80520b5a7433.

Council of Science Editors:

Sanchez PF. Microstructural Model of the Collagen Fibril using Finite Element Method:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:6db70afa-fc9b-461c-981d-80520b5a7433


Delft University of Technology

5. Groen, J.P. Topology optimization using the Finite Cell Method:.

Degree: 2015, Delft University of Technology

 The ongoing demand for better performing designs, has resulted in an increase in the complexity of topology optimization problems. Traditionally, the majority of the corresponding… (more)

Subjects/Keywords: topology optimization; finite cell method; computational efficiency

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APA (6th Edition):

Groen, J. P. (2015). Topology optimization using the Finite Cell Method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ec565db0-3445-48c8-8059-0fad62aea7f7

Chicago Manual of Style (16th Edition):

Groen, J P. “Topology optimization using the Finite Cell Method:.” 2015. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:ec565db0-3445-48c8-8059-0fad62aea7f7.

MLA Handbook (7th Edition):

Groen, J P. “Topology optimization using the Finite Cell Method:.” 2015. Web. 18 Aug 2019.

Vancouver:

Groen JP. Topology optimization using the Finite Cell Method:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:ec565db0-3445-48c8-8059-0fad62aea7f7.

Council of Science Editors:

Groen JP. Topology optimization using the Finite Cell Method:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:ec565db0-3445-48c8-8059-0fad62aea7f7


Delft University of Technology

6. Morais, A. Fast and robust solution methods for the water quality equations:.

Degree: 2012, Delft University of Technology

 This thesis discusses the use of fast and robust solution methods for advection-dominated advection-diffusion-reaction equations coming from water quality problems. Therefore we look at fluxlimiters… (more)

Subjects/Keywords: water quality; FCT method; numerical mathematics; fluxlimiter; Finite Volume Method; Iterative method; advection-diffusion-reaction equation; local-theta; Deltares

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APA (6th Edition):

Morais, A. (2012). Fast and robust solution methods for the water quality equations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:23b5f0b7-9d2d-4419-b908-ffc81187d157

Chicago Manual of Style (16th Edition):

Morais, A. “Fast and robust solution methods for the water quality equations:.” 2012. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:23b5f0b7-9d2d-4419-b908-ffc81187d157.

MLA Handbook (7th Edition):

Morais, A. “Fast and robust solution methods for the water quality equations:.” 2012. Web. 18 Aug 2019.

Vancouver:

Morais A. Fast and robust solution methods for the water quality equations:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:23b5f0b7-9d2d-4419-b908-ffc81187d157.

Council of Science Editors:

Morais A. Fast and robust solution methods for the water quality equations:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:23b5f0b7-9d2d-4419-b908-ffc81187d157


Delft University of Technology

7. Meijers, S.J.H. Computational modelling of chloride ingress in concrete.

Degree: 2003, Delft University of Technology

Subjects/Keywords: Chloride; concrete; finite element method

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APA (6th Edition):

Meijers, S. J. H. (2003). Computational modelling of chloride ingress in concrete. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717

Chicago Manual of Style (16th Edition):

Meijers, S J H. “Computational modelling of chloride ingress in concrete.” 2003. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717.

MLA Handbook (7th Edition):

Meijers, S J H. “Computational modelling of chloride ingress in concrete.” 2003. Web. 18 Aug 2019.

Vancouver:

Meijers SJH. Computational modelling of chloride ingress in concrete. [Internet] [Doctoral dissertation]. Delft University of Technology; 2003. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717.

Council of Science Editors:

Meijers SJH. Computational modelling of chloride ingress in concrete. [Doctoral Dissertation]. Delft University of Technology; 2003. Available from: http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; urn:NBN:nl:ui:24-uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717 ; http://resolver.tudelft.nl/uuid:344568ab-6f7e-49d0-a9e3-c4fc717dd717


Delft University of Technology

8. De Visser, J.L. Time - dependent shape functions for FE analysis of unsaturated soil behaviour:.

Degree: 2015, Delft University of Technology

 Unsaturated groundwater dynamics play a major role in the nalysis of soil-atmosphere interaction, stability of geotechnical structures, and the impact of climate change aspects on… (more)

Subjects/Keywords: Unsaturated Soil; Finite Element Method; Pore Water Pressure; Shape Functions

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APA (6th Edition):

De Visser, J. L. (2015). Time - dependent shape functions for FE analysis of unsaturated soil behaviour:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5

Chicago Manual of Style (16th Edition):

De Visser, J L. “Time - dependent shape functions for FE analysis of unsaturated soil behaviour:.” 2015. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

MLA Handbook (7th Edition):

De Visser, J L. “Time - dependent shape functions for FE analysis of unsaturated soil behaviour:.” 2015. Web. 18 Aug 2019.

Vancouver:

De Visser JL. Time - dependent shape functions for FE analysis of unsaturated soil behaviour:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5.

Council of Science Editors:

De Visser JL. Time - dependent shape functions for FE analysis of unsaturated soil behaviour:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:69effb70-bd93-4fc2-9541-7422de32fbf5


Delft University of Technology

9. Rippi, A. Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:.

Degree: 2015, Delft University of Technology

 Some dike sections in the Netherlands failed to comply with the safety standards and one of the most promising countermeasures is the construction of retaining… (more)

Subjects/Keywords: finite element method; reliability; dike; sheet pile wall; system failure

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APA (6th Edition):

Rippi, A. (2015). Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8

Chicago Manual of Style (16th Edition):

Rippi, A. “Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:.” 2015. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8.

MLA Handbook (7th Edition):

Rippi, A. “Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:.” 2015. Web. 18 Aug 2019.

Vancouver:

Rippi A. Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8.

Council of Science Editors:

Rippi A. Structural reliability analysis of a dike with a sheet pile wall: Coupling Reliability methods with Finite Elements:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:09edf3ae-6818-4c17-bd25-8b3f3414b6b8


Delft University of Technology

10. Karamperidou, A. Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:.

Degree: Civil Engineering and Geosciences, Hydraulic Engineering, 2008, Delft University of Technology

 In cases where the sheet pilling is allowed, when great retaining heights have to be achieved a combined quay wall structure is normally used. This… (more)

Subjects/Keywords: quay wall; sheet pile wall; relieving platform; finite element method

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APA (6th Edition):

Karamperidou, A. (2008). Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61

Chicago Manual of Style (16th Edition):

Karamperidou, A. “Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:.” 2008. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61.

MLA Handbook (7th Edition):

Karamperidou, A. “Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:.” 2008. Web. 18 Aug 2019.

Vancouver:

Karamperidou A. Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:. [Internet] [Masters thesis]. Delft University of Technology; 2008. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61.

Council of Science Editors:

Karamperidou A. Parametric Analysis of Quay Walls with a relieving platfrom, by means of Elastic Supported Beam and Finite Element Method:. [Masters Thesis]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:8e96814f-0862-424e-991e-c1a53c41bf61


Delft University of Technology

11. Borleffs, M.S. Finite element modeling to predict bulk mechanical properties of 3D printed metal foams:.

Degree: 2012, Delft University of Technology

 Worldwide yearly 800.000-1.000.000 people receive a total artificial hip. 8-9% Of all patients requires a second surgery to correct the primary arthroplasty. In more than… (more)

Subjects/Keywords: metal foam; bulk mechanical properties; finite element method; additive manufacturing

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APA (6th Edition):

Borleffs, M. S. (2012). Finite element modeling to predict bulk mechanical properties of 3D printed metal foams:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:551dee76-2301-4f77-ba6e-230d32e8c58f

Chicago Manual of Style (16th Edition):

Borleffs, M S. “Finite element modeling to predict bulk mechanical properties of 3D printed metal foams:.” 2012. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:551dee76-2301-4f77-ba6e-230d32e8c58f.

MLA Handbook (7th Edition):

Borleffs, M S. “Finite element modeling to predict bulk mechanical properties of 3D printed metal foams:.” 2012. Web. 18 Aug 2019.

Vancouver:

Borleffs MS. Finite element modeling to predict bulk mechanical properties of 3D printed metal foams:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:551dee76-2301-4f77-ba6e-230d32e8c58f.

Council of Science Editors:

Borleffs MS. Finite element modeling to predict bulk mechanical properties of 3D printed metal foams:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:551dee76-2301-4f77-ba6e-230d32e8c58f


Delft University of Technology

12. Rebel, G. Finite rotation shell theory including drill rotations and its finite element implementation.

Degree: 1998, Delft University of Technology

Subjects/Keywords: shell theory; finite rotation; drill rotation; finite element method

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APA (6th Edition):

Rebel, G. (1998). Finite rotation shell theory including drill rotations and its finite element implementation. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67

Chicago Manual of Style (16th Edition):

Rebel, G. “Finite rotation shell theory including drill rotations and its finite element implementation.” 1998. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67.

MLA Handbook (7th Edition):

Rebel, G. “Finite rotation shell theory including drill rotations and its finite element implementation.” 1998. Web. 18 Aug 2019.

Vancouver:

Rebel G. Finite rotation shell theory including drill rotations and its finite element implementation. [Internet] [Doctoral dissertation]. Delft University of Technology; 1998. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67.

Council of Science Editors:

Rebel G. Finite rotation shell theory including drill rotations and its finite element implementation. [Doctoral Dissertation]. Delft University of Technology; 1998. Available from: http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; urn:NBN:nl:ui:24-uuid:39529293-533a-4312-9419-4fabb8480e67 ; http://resolver.tudelft.nl/uuid:39529293-533a-4312-9419-4fabb8480e67


Delft University of Technology

13. Arbaciauskas, G. Application of Finite Volume and Finite Element methods to distributed optimal control of semi-linear elliptic equations:.

Degree: 2016, Delft University of Technology

 In this paper we are concerned with distributed optimal control problems governed by a second-order linear and semi-linear elliptic partial differential equations (PDE), where the… (more)

Subjects/Keywords: Finite Volume Method; Finite Element Methods; Optimal Control; Semi-linear elliptic equations; distributed optimal control; quadratic optimization problem; quadprog; MATLAB; fmincon

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APA (6th Edition):

Arbaciauskas, G. (2016). Application of Finite Volume and Finite Element methods to distributed optimal control of semi-linear elliptic equations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b4e75004-d1f8-4721-bd4d-a24da04c48dc

Chicago Manual of Style (16th Edition):

Arbaciauskas, G. “Application of Finite Volume and Finite Element methods to distributed optimal control of semi-linear elliptic equations:.” 2016. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:b4e75004-d1f8-4721-bd4d-a24da04c48dc.

MLA Handbook (7th Edition):

Arbaciauskas, G. “Application of Finite Volume and Finite Element methods to distributed optimal control of semi-linear elliptic equations:.” 2016. Web. 18 Aug 2019.

Vancouver:

Arbaciauskas G. Application of Finite Volume and Finite Element methods to distributed optimal control of semi-linear elliptic equations:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:b4e75004-d1f8-4721-bd4d-a24da04c48dc.

Council of Science Editors:

Arbaciauskas G. Application of Finite Volume and Finite Element methods to distributed optimal control of semi-linear elliptic equations:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:b4e75004-d1f8-4721-bd4d-a24da04c48dc


Delft University of Technology

14. Mao, F. Longitudinal ultimate bending strength analysis of ship structure for emergency response:.

Degree: 2015, Delft University of Technology

 The last three years have witnessed many maritime accidents (like “Costa Concordia”, “Mol Comfort”, “MV Smart”, etc), which led to serious consequences including the loss… (more)

Subjects/Keywords: ship emergency; generic rapid numerical modeling method; ultimate strength; failure mechanism; non-linear finite element method

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APA (6th Edition):

Mao, F. (2015). Longitudinal ultimate bending strength analysis of ship structure for emergency response:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:17de3d71-a962-4117-bbb1-ecffef13c058

Chicago Manual of Style (16th Edition):

Mao, F. “Longitudinal ultimate bending strength analysis of ship structure for emergency response:.” 2015. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:17de3d71-a962-4117-bbb1-ecffef13c058.

MLA Handbook (7th Edition):

Mao, F. “Longitudinal ultimate bending strength analysis of ship structure for emergency response:.” 2015. Web. 18 Aug 2019.

Vancouver:

Mao F. Longitudinal ultimate bending strength analysis of ship structure for emergency response:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:17de3d71-a962-4117-bbb1-ecffef13c058.

Council of Science Editors:

Mao F. Longitudinal ultimate bending strength analysis of ship structure for emergency response:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:17de3d71-a962-4117-bbb1-ecffef13c058


Delft University of Technology

15. Koelewijn, A.R. Numerical Analysis of Soft Soil Tunnelling.

Degree: 2001, Delft University of Technology

Subjects/Keywords: geotechnics; finite-element-method; plasticity; tunnel

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APA (6th Edition):

Koelewijn, A. R. (2001). Numerical Analysis of Soft Soil Tunnelling. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3

Chicago Manual of Style (16th Edition):

Koelewijn, A R. “Numerical Analysis of Soft Soil Tunnelling.” 2001. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3.

MLA Handbook (7th Edition):

Koelewijn, A R. “Numerical Analysis of Soft Soil Tunnelling.” 2001. Web. 18 Aug 2019.

Vancouver:

Koelewijn AR. Numerical Analysis of Soft Soil Tunnelling. [Internet] [Doctoral dissertation]. Delft University of Technology; 2001. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3.

Council of Science Editors:

Koelewijn AR. Numerical Analysis of Soft Soil Tunnelling. [Doctoral Dissertation]. Delft University of Technology; 2001. Available from: http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; urn:NBN:nl:ui:24-uuid:1439db14-2f06-46e8-9d59-355c2f2affd3 ; http://resolver.tudelft.nl/uuid:1439db14-2f06-46e8-9d59-355c2f2affd3

16. Satyavolu, B. V. A 3-D stress and strain analysis in a three layered model with a single fractured layer: A finite element approach:.

Degree: 2012, Delft University of Technology

 Natural fracture systems are often influenced by the presence of different layers with contrasting rock mechanical properties. Understanding the distribution of stress between different mechanical… (more)

Subjects/Keywords: finite element method; ansys; fracture

…17 4.1.2 Finite Element Method (FEM)… …17 4.2 The Finite Element Method… …configuration Considering the experimental and numerical methods, finite element method (FEM)… …17 4.1.1 Boundary Element Method (BEM)… …18 4.3 The Finite Element Model… 

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APA (6th Edition):

Satyavolu, B. V. (2012). A 3-D stress and strain analysis in a three layered model with a single fractured layer: A finite element approach:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a7632f5c-a1ba-4381-8be5-cc0e201b116c

Chicago Manual of Style (16th Edition):

Satyavolu, B V. “A 3-D stress and strain analysis in a three layered model with a single fractured layer: A finite element approach:.” 2012. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:a7632f5c-a1ba-4381-8be5-cc0e201b116c.

MLA Handbook (7th Edition):

Satyavolu, B V. “A 3-D stress and strain analysis in a three layered model with a single fractured layer: A finite element approach:.” 2012. Web. 18 Aug 2019.

Vancouver:

Satyavolu BV. A 3-D stress and strain analysis in a three layered model with a single fractured layer: A finite element approach:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:a7632f5c-a1ba-4381-8be5-cc0e201b116c.

Council of Science Editors:

Satyavolu BV. A 3-D stress and strain analysis in a three layered model with a single fractured layer: A finite element approach:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:a7632f5c-a1ba-4381-8be5-cc0e201b116c


Delft University of Technology

17. Steutel, P. Design of a Fully Compliant Under-Actuated Finger with a Monolithic Structure and Distributed Compliance:.

Degree: 2010, Delft University of Technology

 The majority of existing problems within conventional prosthetic fingers are related to the use of conventional rigid links and kinematic joints and to the lack… (more)

Subjects/Keywords: prosthetics; fingers; compliance; under-actuation; Pseudo Rigid Body method; Finite Element Analysis; monolithic structure

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APA (6th Edition):

Steutel, P. (2010). Design of a Fully Compliant Under-Actuated Finger with a Monolithic Structure and Distributed Compliance:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:390da42e-3b5e-4505-bb46-0f8821d4a8f3

Chicago Manual of Style (16th Edition):

Steutel, P. “Design of a Fully Compliant Under-Actuated Finger with a Monolithic Structure and Distributed Compliance:.” 2010. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:390da42e-3b5e-4505-bb46-0f8821d4a8f3.

MLA Handbook (7th Edition):

Steutel, P. “Design of a Fully Compliant Under-Actuated Finger with a Monolithic Structure and Distributed Compliance:.” 2010. Web. 18 Aug 2019.

Vancouver:

Steutel P. Design of a Fully Compliant Under-Actuated Finger with a Monolithic Structure and Distributed Compliance:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:390da42e-3b5e-4505-bb46-0f8821d4a8f3.

Council of Science Editors:

Steutel P. Design of a Fully Compliant Under-Actuated Finger with a Monolithic Structure and Distributed Compliance:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:390da42e-3b5e-4505-bb46-0f8821d4a8f3


Delft University of Technology

18. Rodriguez Barragan, O.P. Numerical model for the induced failure of the Leendert de Boerspolder embankment:.

Degree: 2015, Delft University of Technology

 The investigation performed for this MSc graduation thesis has focused on the creation of a numerical model for the induced failure of the trial embankment… (more)

Subjects/Keywords: numerical model; finite element method; trial embankment; induced failure; sensitivity to permeability

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APA (6th Edition):

Rodriguez Barragan, O. P. (2015). Numerical model for the induced failure of the Leendert de Boerspolder embankment:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2afbab9a-d30f-4c06-96fc-ab17e96b244c

Chicago Manual of Style (16th Edition):

Rodriguez Barragan, O P. “Numerical model for the induced failure of the Leendert de Boerspolder embankment:.” 2015. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:2afbab9a-d30f-4c06-96fc-ab17e96b244c.

MLA Handbook (7th Edition):

Rodriguez Barragan, O P. “Numerical model for the induced failure of the Leendert de Boerspolder embankment:.” 2015. Web. 18 Aug 2019.

Vancouver:

Rodriguez Barragan OP. Numerical model for the induced failure of the Leendert de Boerspolder embankment:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:2afbab9a-d30f-4c06-96fc-ab17e96b244c.

Council of Science Editors:

Rodriguez Barragan OP. Numerical model for the induced failure of the Leendert de Boerspolder embankment:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:2afbab9a-d30f-4c06-96fc-ab17e96b244c

19. Harms, I. Pinned connections:.

Degree: 2015, Delft University of Technology

 The current calculation methods which determine the capacity of pinned connections provide different results. In this thesis a detailed look on those theories and the… (more)

Subjects/Keywords: pinned connection; Finite Element Method

…Applied load FEM - Finite Element Method fu - ultimate tensile stress fy - yield stress… …plastic strains is dependent on many geometric parameters. A method is developed to manually… …provide additional capacities based on these FEM results. In this method the FEM results are… …advantage of these formulas and method is their wide range of applicability. To improve this… …78 7.3.1 8 Method to determine additional capacities… 

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APA (6th Edition):

Harms, I. (2015). Pinned connections:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d

Chicago Manual of Style (16th Edition):

Harms, I. “Pinned connections:.” 2015. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d.

MLA Handbook (7th Edition):

Harms, I. “Pinned connections:.” 2015. Web. 18 Aug 2019.

Vancouver:

Harms I. Pinned connections:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d.

Council of Science Editors:

Harms I. Pinned connections:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:1f6ba23a-93f1-42af-aee5-48167fae832d


Delft University of Technology

20. Campoli, G. Computational bone mechanics: The interrelationships between shape, density distribution, and loading.

Degree: 2014, Delft University of Technology

Subjects/Keywords: Finite Element Method; Biomechanics; Artificial Neural Networks; Muscoloskeletal models

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APA (6th Edition):

Campoli, G. (2014). Computational bone mechanics: The interrelationships between shape, density distribution, and loading. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea

Chicago Manual of Style (16th Edition):

Campoli, G. “Computational bone mechanics: The interrelationships between shape, density distribution, and loading.” 2014. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea.

MLA Handbook (7th Edition):

Campoli, G. “Computational bone mechanics: The interrelationships between shape, density distribution, and loading.” 2014. Web. 18 Aug 2019.

Vancouver:

Campoli G. Computational bone mechanics: The interrelationships between shape, density distribution, and loading. [Internet] [Doctoral dissertation]. Delft University of Technology; 2014. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea.

Council of Science Editors:

Campoli G. Computational bone mechanics: The interrelationships between shape, density distribution, and loading. [Doctoral Dissertation]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; urn:NBN:nl:ui:24-uuid:b91ab314-daa3-4857-acfc-3edf134579ea ; http://resolver.tudelft.nl/uuid:b91ab314-daa3-4857-acfc-3edf134579ea


Delft University of Technology

21. Hannot, S.D.A. Modeling Strategies for Electro-Mechanical Microsystems with Uncertainty Quantification.

Degree: 2010, Delft University of Technology

 Microsystems are very small sensors and actuators, manufactured with the same technology as computer chips. Well known applications of these machines are the acceleration sensors… (more)

Subjects/Keywords: microsystems; MEMS; dynamics; mechanics; Finite Element Method; electro-mechanics

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APA (6th Edition):

Hannot, S. D. A. (2010). Modeling Strategies for Electro-Mechanical Microsystems with Uncertainty Quantification. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc

Chicago Manual of Style (16th Edition):

Hannot, S D A. “Modeling Strategies for Electro-Mechanical Microsystems with Uncertainty Quantification.” 2010. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc.

MLA Handbook (7th Edition):

Hannot, S D A. “Modeling Strategies for Electro-Mechanical Microsystems with Uncertainty Quantification.” 2010. Web. 18 Aug 2019.

Vancouver:

Hannot SDA. Modeling Strategies for Electro-Mechanical Microsystems with Uncertainty Quantification. [Internet] [Doctoral dissertation]. Delft University of Technology; 2010. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc.

Council of Science Editors:

Hannot SDA. Modeling Strategies for Electro-Mechanical Microsystems with Uncertainty Quantification. [Doctoral Dissertation]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; urn:NBN:nl:ui:24-uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc ; http://resolver.tudelft.nl/uuid:d62f1300-26e7-4e71-8f88-5ee1fb5491fc


Delft University of Technology

22. Schwab, A.L. Dynamics of flexible multibody systems: Small vibrations superimposed on a general rigid body motion.

Degree: 2002, Delft University of Technology

Subjects/Keywords: Mechanics; multibody dynamics; mechanical vibrations; finite element method

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APA (6th Edition):

Schwab, A. L. (2002). Dynamics of flexible multibody systems: Small vibrations superimposed on a general rigid body motion. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32

Chicago Manual of Style (16th Edition):

Schwab, A L. “Dynamics of flexible multibody systems: Small vibrations superimposed on a general rigid body motion.” 2002. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32.

MLA Handbook (7th Edition):

Schwab, A L. “Dynamics of flexible multibody systems: Small vibrations superimposed on a general rigid body motion.” 2002. Web. 18 Aug 2019.

Vancouver:

Schwab AL. Dynamics of flexible multibody systems: Small vibrations superimposed on a general rigid body motion. [Internet] [Doctoral dissertation]. Delft University of Technology; 2002. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32.

Council of Science Editors:

Schwab AL. Dynamics of flexible multibody systems: Small vibrations superimposed on a general rigid body motion. [Doctoral Dissertation]. Delft University of Technology; 2002. Available from: http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; urn:NBN:nl:ui:24-uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32 ; http://resolver.tudelft.nl/uuid:0b6d5117-8b23-4b8f-9794-f533ffe63c32


Delft University of Technology

23. De Bondt, A.H. Anti-reflective cracking design of (reinforced) asphaltic overlays.

Degree: 1999, Delft University of Technology

Subjects/Keywords: pavement repair; finite element method; laboratory testing

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APA (6th Edition):

De Bondt, A. H. (1999). Anti-reflective cracking design of (reinforced) asphaltic overlays. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a

Chicago Manual of Style (16th Edition):

De Bondt, A H. “Anti-reflective cracking design of (reinforced) asphaltic overlays.” 1999. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a.

MLA Handbook (7th Edition):

De Bondt, A H. “Anti-reflective cracking design of (reinforced) asphaltic overlays.” 1999. Web. 18 Aug 2019.

Vancouver:

De Bondt AH. Anti-reflective cracking design of (reinforced) asphaltic overlays. [Internet] [Doctoral dissertation]. Delft University of Technology; 1999. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a.

Council of Science Editors:

De Bondt AH. Anti-reflective cracking design of (reinforced) asphaltic overlays. [Doctoral Dissertation]. Delft University of Technology; 1999. Available from: http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; urn:NBN:nl:ui:24-uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a ; http://resolver.tudelft.nl/uuid:130b757f-436d-4ee0-a15a-e07b132f4f1a


Delft University of Technology

24. Nguyen, V.P. Multiscale failure modelling of quasi-brittle materials.

Degree: 2011, Delft University of Technology

 The conventional multiscale homogenization theory, which has mainly been applied to determine constitutive laws for bulk materials, suffers from two drawbacks when applied to softening… (more)

Subjects/Keywords: multiscale; computational homogenization; finite element method; damage

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APA (6th Edition):

Nguyen, V. P. (2011). Multiscale failure modelling of quasi-brittle materials. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf

Chicago Manual of Style (16th Edition):

Nguyen, V P. “Multiscale failure modelling of quasi-brittle materials.” 2011. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf.

MLA Handbook (7th Edition):

Nguyen, V P. “Multiscale failure modelling of quasi-brittle materials.” 2011. Web. 18 Aug 2019.

Vancouver:

Nguyen VP. Multiscale failure modelling of quasi-brittle materials. [Internet] [Doctoral dissertation]. Delft University of Technology; 2011. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf.

Council of Science Editors:

Nguyen VP. Multiscale failure modelling of quasi-brittle materials. [Doctoral Dissertation]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; urn:NBN:nl:ui:24-uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf ; http://resolver.tudelft.nl/uuid:1af168bf-7975-4044-8eb4-dd42216f7aaf


Delft University of Technology

25. Lodewijks, G. Dynamics of belt systems.

Degree: 1996, Delft University of Technology

Subjects/Keywords: belt conveyors; dynamics; finite element method; simulation

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APA (6th Edition):

Lodewijks, G. (1996). Dynamics of belt systems. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8

Chicago Manual of Style (16th Edition):

Lodewijks, G. “Dynamics of belt systems.” 1996. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8.

MLA Handbook (7th Edition):

Lodewijks, G. “Dynamics of belt systems.” 1996. Web. 18 Aug 2019.

Vancouver:

Lodewijks G. Dynamics of belt systems. [Internet] [Doctoral dissertation]. Delft University of Technology; 1996. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8.

Council of Science Editors:

Lodewijks G. Dynamics of belt systems. [Doctoral Dissertation]. Delft University of Technology; 1996. Available from: http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; urn:NBN:nl:ui:24-uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8 ; http://resolver.tudelft.nl/uuid:eed8753e-0c8e-4b9d-95d0-26650f092fa8

26. Moerkerken, J.W. Problems in Modeling Orbital Soft Tissue with the Finite Element Method:.

Degree: 2012, Delft University of Technology

 The human eye is suspended in the orbit, a cavity in the skull that is largely filled with fat (adipose tissue). Fat is a gelatin… (more)

Subjects/Keywords: orbital soft tissue; finite element method

…approaches within the finite element method that have been used to model the frictional contact and… …the finite element method. Nonlinear incompressible materials will be used to model soft… …Mechanical parameters cannot be obtained in this fashion. The research group decided to use Finite… …Element (FE) modeling. The FE method subdivides a complex structure, into a number of… …started. The original intention was to create a finite element model of orbital mechanics that… 

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APA (6th Edition):

Moerkerken, J. W. (2012). Problems in Modeling Orbital Soft Tissue with the Finite Element Method:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3c7e6d9d-5ee9-4fa3-8b64-954fb513976a

Chicago Manual of Style (16th Edition):

Moerkerken, J W. “Problems in Modeling Orbital Soft Tissue with the Finite Element Method:.” 2012. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:3c7e6d9d-5ee9-4fa3-8b64-954fb513976a.

MLA Handbook (7th Edition):

Moerkerken, J W. “Problems in Modeling Orbital Soft Tissue with the Finite Element Method:.” 2012. Web. 18 Aug 2019.

Vancouver:

Moerkerken JW. Problems in Modeling Orbital Soft Tissue with the Finite Element Method:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:3c7e6d9d-5ee9-4fa3-8b64-954fb513976a.

Council of Science Editors:

Moerkerken JW. Problems in Modeling Orbital Soft Tissue with the Finite Element Method:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:3c7e6d9d-5ee9-4fa3-8b64-954fb513976a

27. Bosma, T. Level-set Based Fluid-structure Interaction Modeling with the eXtended Finite Element Method :.

Degree: 2013, Delft University of Technology

 This study focuses on solving steady state fluid-structure interaction (FSI) problems subjected to incompressible flow at low Reynolds numbers and linear elastic structural behavior. The… (more)

Subjects/Keywords: fluid-structure; modeling; finite element method

…74 5-2 Simplified FSI problems - Finite difference configurations with two elements… …schematic overview of the two element Finite Difference setup of Figure 5-2b For more information… …research topic. This research is focused on FSI modeling with eXtended Finite Element Method… …the eXtended Finite Element Method. These concepts are the basic ingredients of the complete… …with the concepts. Section 2-1 will present eXtended Finite Element Method (XFEM)… 

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APA (6th Edition):

Bosma, T. (2013). Level-set Based Fluid-structure Interaction Modeling with the eXtended Finite Element Method :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d1591c66-84ed-48ee-83e1-bbb1159e3195

Chicago Manual of Style (16th Edition):

Bosma, T. “Level-set Based Fluid-structure Interaction Modeling with the eXtended Finite Element Method :.” 2013. Masters Thesis, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:d1591c66-84ed-48ee-83e1-bbb1159e3195.

MLA Handbook (7th Edition):

Bosma, T. “Level-set Based Fluid-structure Interaction Modeling with the eXtended Finite Element Method :.” 2013. Web. 18 Aug 2019.

Vancouver:

Bosma T. Level-set Based Fluid-structure Interaction Modeling with the eXtended Finite Element Method :. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:d1591c66-84ed-48ee-83e1-bbb1159e3195.

Council of Science Editors:

Bosma T. Level-set Based Fluid-structure Interaction Modeling with the eXtended Finite Element Method :. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:d1591c66-84ed-48ee-83e1-bbb1159e3195


Delft University of Technology

28. Shamasundar, R. Finite Element Methods for Seismic Imaging: Cost Reduction through mass matrix preconditioning by defect correction.

Degree: 2019, Delft University of Technology

 Demand for hydrocarbon fuel is predicted to keep increasing in the coming decades in spite of easily accessible alternative fuels due to shifting geopolitical and… (more)

Subjects/Keywords: Finite Element Method; Acoustic Modeling; Forward Modeling; Subsurface Imaging

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APA (6th Edition):

Shamasundar, R. (2019). Finite Element Methods for Seismic Imaging: Cost Reduction through mass matrix preconditioning by defect correction. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:isbn:978-94-6366-185-0 ; 10.4233/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6

Chicago Manual of Style (16th Edition):

Shamasundar, R. “Finite Element Methods for Seismic Imaging: Cost Reduction through mass matrix preconditioning by defect correction.” 2019. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:isbn:978-94-6366-185-0 ; 10.4233/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6.

MLA Handbook (7th Edition):

Shamasundar, R. “Finite Element Methods for Seismic Imaging: Cost Reduction through mass matrix preconditioning by defect correction.” 2019. Web. 18 Aug 2019.

Vancouver:

Shamasundar R. Finite Element Methods for Seismic Imaging: Cost Reduction through mass matrix preconditioning by defect correction. [Internet] [Doctoral dissertation]. Delft University of Technology; 2019. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:isbn:978-94-6366-185-0 ; 10.4233/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6.

Council of Science Editors:

Shamasundar R. Finite Element Methods for Seismic Imaging: Cost Reduction through mass matrix preconditioning by defect correction. [Doctoral Dissertation]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:isbn:978-94-6366-185-0 ; 10.4233/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; urn:NBN:nl:ui:24-uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6 ; http://resolver.tudelft.nl/uuid:a6dbbf0f-de8b-4c39-a13f-4904f206ace6


Delft University of Technology

29. Munts, E.A. Space-time multiscale methods for Large Eddy Simulation.

Degree: 2006, Delft University of Technology

 The Variational Multiscale (VMS) method has appeared as a promising new approach to the Large Eddy Simulation (LES) of turbulent flows. The key advantage of… (more)

Subjects/Keywords: space-time; finite element method; variational multiscale method; large eddy simulation

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APA (6th Edition):

Munts, E. A. (2006). Space-time multiscale methods for Large Eddy Simulation. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c

Chicago Manual of Style (16th Edition):

Munts, E A. “Space-time multiscale methods for Large Eddy Simulation.” 2006. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c.

MLA Handbook (7th Edition):

Munts, E A. “Space-time multiscale methods for Large Eddy Simulation.” 2006. Web. 18 Aug 2019.

Vancouver:

Munts EA. Space-time multiscale methods for Large Eddy Simulation. [Internet] [Doctoral dissertation]. Delft University of Technology; 2006. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c.

Council of Science Editors:

Munts EA. Space-time multiscale methods for Large Eddy Simulation. [Doctoral Dissertation]. Delft University of Technology; 2006. Available from: http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; urn:NBN:nl:ui:24-uuid:3d168259-c397-4640-826e-a16bf315656c ; http://resolver.tudelft.nl/uuid:3d168259-c397-4640-826e-a16bf315656c


Delft University of Technology

30. Lager, I.E. Finite element modelling of static and stationary electric and magnetic fields.

Degree: 1996, Delft University of Technology

Subjects/Keywords: finite element method; direct field strength computation; weighted residuals method; magnetic recording

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APA (6th Edition):

Lager, I. E. (1996). Finite element modelling of static and stationary electric and magnetic fields. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276

Chicago Manual of Style (16th Edition):

Lager, I E. “Finite element modelling of static and stationary electric and magnetic fields.” 1996. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276.

MLA Handbook (7th Edition):

Lager, I E. “Finite element modelling of static and stationary electric and magnetic fields.” 1996. Web. 18 Aug 2019.

Vancouver:

Lager IE. Finite element modelling of static and stationary electric and magnetic fields. [Internet] [Doctoral dissertation]. Delft University of Technology; 1996. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276.

Council of Science Editors:

Lager IE. Finite element modelling of static and stationary electric and magnetic fields. [Doctoral Dissertation]. Delft University of Technology; 1996. Available from: http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; urn:NBN:nl:ui:24-uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276 ; http://resolver.tudelft.nl/uuid:31fab25c-d52f-46ac-bf9f-10a5fd2cf276

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