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You searched for subject:(buckling). Showing records 1 – 30 of 964 total matches.

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University of New South Wales

1. Yang, Yang. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.

Degree: Civil & Environmental Engineering, 2018, University of New South Wales

 This thesis presents a finite element model for the analysis of concrete pavement blow-ups which are also known as concrete pavement thermal buckles. Concrete blow-ups… (more)

Subjects/Keywords: concrete pavement; buckling; thermal buckling

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APA (6th Edition):

Yang, Y. (2018). Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Yang, Yang. “Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.” 2018. Masters Thesis, University of New South Wales. Accessed September 27, 2020. http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true.

MLA Handbook (7th Edition):

Yang, Yang. “Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement.” 2018. Web. 27 Sep 2020.

Vancouver:

Yang Y. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. [Internet] [Masters thesis]. University of New South Wales; 2018. [cited 2020 Sep 27]. Available from: http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true.

Council of Science Editors:

Yang Y. Finite Element Analysis of Thermal Upheaval Buckling of Concrete Pavement. [Masters Thesis]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/60430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:52188/SOURCE02?view=true


University of Utah

2. Ghatole, Anurag. Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces.

Degree: MS;, Civil & Environmental Engineering;, 2009, University of Utah

 Improving the performance of buckling restraint braces and having uniformity in their performance in a particular structural system can further improve the life of a… (more)

Subjects/Keywords: Framing; Buckling

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APA (6th Edition):

Ghatole, A. (2009). Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492

Chicago Manual of Style (16th Edition):

Ghatole, Anurag. “Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces.” 2009. Masters Thesis, University of Utah. Accessed September 27, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492.

MLA Handbook (7th Edition):

Ghatole, Anurag. “Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces.” 2009. Web. 27 Sep 2020.

Vancouver:

Ghatole A. Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces. [Internet] [Masters thesis]. University of Utah; 2009. [cited 2020 Sep 27]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492.

Council of Science Editors:

Ghatole A. Feasibility study to improve the life of buckling restrained braces and fragility curve analysis for a steel frame with buckling restrained braces. [Masters Thesis]. University of Utah; 2009. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1692/rec/492


University of Texas – Austin

3. -3499-2066. Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling.

Degree: MSin Engineering, Petroleum engineering, 2016, University of Texas – Austin

 Sucker rod pumps has been the most commonly used pumps in the petroleum industry. Therefore, many studies associated with sucker rods focuses on maximizing the… (more)

Subjects/Keywords: Rod; Buckling

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APA (6th Edition):

-3499-2066. (2016). Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/43616

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-3499-2066. “Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling.” 2016. Masters Thesis, University of Texas – Austin. Accessed September 27, 2020. http://hdl.handle.net/2152/43616.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-3499-2066. “Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling.” 2016. Web. 27 Sep 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-3499-2066. Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling. [Internet] [Masters thesis]. University of Texas – Austin; 2016. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/2152/43616.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-3499-2066. Compressive forces causing rod buckling in sucker rod pumps and using sinker bars to prevent buckling. [Masters Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/43616

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Delft University of Technology

4. Dekker, R. (author). The assessment of wrinkling and large deformation post-wrinkling of metallic shell structures.

Degree: 2016, Delft University of Technology

Localized buckles can occur in crashes when compressive stresses are dominant. However, due to their local appearance, they might be overlooked by a finite element… (more)

Subjects/Keywords: crash; buckling; post-buckling; plastic hinges; wrinkling

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APA (6th Edition):

Dekker, R. (. (2016). The assessment of wrinkling and large deformation post-wrinkling of metallic shell structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b7269523-affb-43db-9e72-62989fb3329e

Chicago Manual of Style (16th Edition):

Dekker, R (author). “The assessment of wrinkling and large deformation post-wrinkling of metallic shell structures.” 2016. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:b7269523-affb-43db-9e72-62989fb3329e.

MLA Handbook (7th Edition):

Dekker, R (author). “The assessment of wrinkling and large deformation post-wrinkling of metallic shell structures.” 2016. Web. 27 Sep 2020.

Vancouver:

Dekker R(. The assessment of wrinkling and large deformation post-wrinkling of metallic shell structures. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:b7269523-affb-43db-9e72-62989fb3329e.

Council of Science Editors:

Dekker R(. The assessment of wrinkling and large deformation post-wrinkling of metallic shell structures. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:b7269523-affb-43db-9e72-62989fb3329e


University of Akron

5. Paudel, Naba Raj. TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE.

Degree: MS, Physics, 2007, University of Akron

 Carbon nanotubes (CNTs) have attracted great interest because of their excellent mechanical, electrical and chemical properties. With the development of new experimental techniques, the buckling(more)

Subjects/Keywords: nanotube; deformation; buckling

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APA (6th Edition):

Paudel, N. R. (2007). TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606

Chicago Manual of Style (16th Edition):

Paudel, Naba Raj. “TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE.” 2007. Masters Thesis, University of Akron. Accessed September 27, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606.

MLA Handbook (7th Edition):

Paudel, Naba Raj. “TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE.” 2007. Web. 27 Sep 2020.

Vancouver:

Paudel NR. TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE. [Internet] [Masters thesis]. University of Akron; 2007. [cited 2020 Sep 27]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606.

Council of Science Editors:

Paudel NR. TIP DEFORMATION AND BUCKLING OF CARBON NANOTUBES ON A GRAPHITE SURFACE. [Masters Thesis]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1185563606


Virginia Tech

6. Smith, Frank Harrison. Elastic buckling solutions for thin-walled metal columns with perforation patterns.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 Presented are approximate finite strip methods for use in predicting elastic buckling strength of cold-formed steel columns. These methods were developed by examining elemental behavior… (more)

Subjects/Keywords: elastic buckling; perforation; hole; finite strip analysis; local buckling; global buckling; distortional buckling; pallet rack

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APA (6th Edition):

Smith, F. H. (2013). Elastic buckling solutions for thin-walled metal columns with perforation patterns. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23680

Chicago Manual of Style (16th Edition):

Smith, Frank Harrison. “Elastic buckling solutions for thin-walled metal columns with perforation patterns.” 2013. Masters Thesis, Virginia Tech. Accessed September 27, 2020. http://hdl.handle.net/10919/23680.

MLA Handbook (7th Edition):

Smith, Frank Harrison. “Elastic buckling solutions for thin-walled metal columns with perforation patterns.” 2013. Web. 27 Sep 2020.

Vancouver:

Smith FH. Elastic buckling solutions for thin-walled metal columns with perforation patterns. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/10919/23680.

Council of Science Editors:

Smith FH. Elastic buckling solutions for thin-walled metal columns with perforation patterns. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23680


Virginia Tech

7. Cai, Junle. Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 Most thin-walled metallic structural members experience some extent of interactive buckling that corrodes the load carrying capacity. Current design methods predict the strength of thin-walled… (more)

Subjects/Keywords: Thin-walled structures; Elastic buckling; Perforations; Holes; Generalized beam theory; Buckling mode decomposition; Post-buckling

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APA (6th Edition):

Cai, J. (2017). Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/75055

Chicago Manual of Style (16th Edition):

Cai, Junle. “Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory.” 2017. Doctoral Dissertation, Virginia Tech. Accessed September 27, 2020. http://hdl.handle.net/10919/75055.

MLA Handbook (7th Edition):

Cai, Junle. “Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory.” 2017. Web. 27 Sep 2020.

Vancouver:

Cai J. Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/10919/75055.

Council of Science Editors:

Cai J. Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/75055


University of Alberta

8. Bhattacharya, Sanjay. Buckling of a thin, viscous film in an axisymmetric geometry.

Degree: MS, Department of Mechanical Engineering, 2012, University of Alberta

 An experimental study of the shear-induced buckling of a thin, viscous film in an axisymmetric geometry is presented. Rotating the inner boundary relative to a… (more)

Subjects/Keywords: viscous; shear; buckling; aximmetric

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APA (6th Edition):

Bhattacharya, S. (2012). Buckling of a thin, viscous film in an axisymmetric geometry. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/zk51vh694

Chicago Manual of Style (16th Edition):

Bhattacharya, Sanjay. “Buckling of a thin, viscous film in an axisymmetric geometry.” 2012. Masters Thesis, University of Alberta. Accessed September 27, 2020. https://era.library.ualberta.ca/files/zk51vh694.

MLA Handbook (7th Edition):

Bhattacharya, Sanjay. “Buckling of a thin, viscous film in an axisymmetric geometry.” 2012. Web. 27 Sep 2020.

Vancouver:

Bhattacharya S. Buckling of a thin, viscous film in an axisymmetric geometry. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2020 Sep 27]. Available from: https://era.library.ualberta.ca/files/zk51vh694.

Council of Science Editors:

Bhattacharya S. Buckling of a thin, viscous film in an axisymmetric geometry. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/zk51vh694


Oregon State University

9. Cato, Stuart Leslie. Web buckling failure of built-up girders with rectangular holes.

Degree: MS, Civil Engineering, 1964, Oregon State University

 This thesis investigated the methods of failure in the webs of built up girders. The beams had rectangular holes five and one-half inches wide and… (more)

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

Cato, S. L. (1964). Web buckling failure of built-up girders with rectangular holes. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/48839

Chicago Manual of Style (16th Edition):

Cato, Stuart Leslie. “Web buckling failure of built-up girders with rectangular holes.” 1964. Masters Thesis, Oregon State University. Accessed September 27, 2020. http://hdl.handle.net/1957/48839.

MLA Handbook (7th Edition):

Cato, Stuart Leslie. “Web buckling failure of built-up girders with rectangular holes.” 1964. Web. 27 Sep 2020.

Vancouver:

Cato SL. Web buckling failure of built-up girders with rectangular holes. [Internet] [Masters thesis]. Oregon State University; 1964. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1957/48839.

Council of Science Editors:

Cato SL. Web buckling failure of built-up girders with rectangular holes. [Masters Thesis]. Oregon State University; 1964. Available from: http://hdl.handle.net/1957/48839


Oregon State University

10. Balch, Robert Lyle. An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions.

Degree: MS, Aeronautical Engineering, 1958, Oregon State University

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

Balch, R. L. (1958). An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/49943

Chicago Manual of Style (16th Edition):

Balch, Robert Lyle. “An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions.” 1958. Masters Thesis, Oregon State University. Accessed September 27, 2020. http://hdl.handle.net/1957/49943.

MLA Handbook (7th Edition):

Balch, Robert Lyle. “An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions.” 1958. Web. 27 Sep 2020.

Vancouver:

Balch RL. An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions. [Internet] [Masters thesis]. Oregon State University; 1958. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1957/49943.

Council of Science Editors:

Balch RL. An experimental nondestructive method for determining the buckling load of a column with arbitrary end conditions. [Masters Thesis]. Oregon State University; 1958. Available from: http://hdl.handle.net/1957/49943


Delft University of Technology

11. Kaskovitš, Anna (author). Influence of Initial Imperfections on Buckling of Fibre Reinforced Polymer Plates Produced by Vacuum Assisted Resin Transfer Molding.

Degree: 2018, Delft University of Technology

 The increasing use of Fibre Reinforced Polymers produced by Vacuum Assisted Resin Transfer Molding in civil infrastructure applications leads to the need for an appropriate… (more)

Subjects/Keywords: FRP; Composites; Buckling; Plates

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APA (6th Edition):

Kaskovitš, A. (. (2018). Influence of Initial Imperfections on Buckling of Fibre Reinforced Polymer Plates Produced by Vacuum Assisted Resin Transfer Molding. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:77a2c0a5-166d-4929-a090-f826d62c4b3d

Chicago Manual of Style (16th Edition):

Kaskovitš, Anna (author). “Influence of Initial Imperfections on Buckling of Fibre Reinforced Polymer Plates Produced by Vacuum Assisted Resin Transfer Molding.” 2018. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:77a2c0a5-166d-4929-a090-f826d62c4b3d.

MLA Handbook (7th Edition):

Kaskovitš, Anna (author). “Influence of Initial Imperfections on Buckling of Fibre Reinforced Polymer Plates Produced by Vacuum Assisted Resin Transfer Molding.” 2018. Web. 27 Sep 2020.

Vancouver:

Kaskovitš A(. Influence of Initial Imperfections on Buckling of Fibre Reinforced Polymer Plates Produced by Vacuum Assisted Resin Transfer Molding. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:77a2c0a5-166d-4929-a090-f826d62c4b3d.

Council of Science Editors:

Kaskovitš A(. Influence of Initial Imperfections on Buckling of Fibre Reinforced Polymer Plates Produced by Vacuum Assisted Resin Transfer Molding. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:77a2c0a5-166d-4929-a090-f826d62c4b3d


KTH

12. Fallqvist, Björn. Collapse of thick deepwater pipelines due to hydrostatic pressure.

Degree: Solid Mechanics (Dept.), 2009, KTH

  The collapse-behaviour of pipes was to be studied by use of Finite Element modelling.Existing analytical expressions for collapse were evaluated and especially the one… (more)

Subjects/Keywords: buckling; pipelines

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APA (6th Edition):

Fallqvist, B. (2009). Collapse of thick deepwater pipelines due to hydrostatic pressure. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Fallqvist, Björn. “Collapse of thick deepwater pipelines due to hydrostatic pressure.” 2009. Thesis, KTH. Accessed September 27, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Fallqvist, Björn. “Collapse of thick deepwater pipelines due to hydrostatic pressure.” 2009. Web. 27 Sep 2020.

Vancouver:

Fallqvist B. Collapse of thick deepwater pipelines due to hydrostatic pressure. [Internet] [Thesis]. KTH; 2009. [cited 2020 Sep 27]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Fallqvist B. Collapse of thick deepwater pipelines due to hydrostatic pressure. [Thesis]. KTH; 2009. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174084

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

13. Tang, J. (author). Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells).

Degree: 2015, Delft University of Technology

 Variable-stiffness panels have previously shown enhanced buckling performance compared to constant-stiffness panels, due to the beneficial load and stiffness redistribution. Two semianalytical models based on… (more)

Subjects/Keywords: buckling; shell; composite; variable stiffness

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APA (6th Edition):

Tang, J. (. (2015). Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells). (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43

Chicago Manual of Style (16th Edition):

Tang, J (author). “Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells).” 2015. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43.

MLA Handbook (7th Edition):

Tang, J (author). “Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells).” 2015. Web. 27 Sep 2020.

Vancouver:

Tang J(. Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells). [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43.

Council of Science Editors:

Tang J(. Semi-Analytical Solution to Buckling of Variable-Stiffness Composite Panels (Plates and Shallow Cylindrical Shells). [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:ee536776-c584-4b58-8dff-1882e1507c43


Delft University of Technology

14. Beju, D.A. (author). Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs.

Degree: 2014, Delft University of Technology

A master thesis about stiffening plates with very slender stiffeners is presented. The master thesis represents a completion of my master studies and is written… (more)

Subjects/Keywords: plate buckling; slender stiffeners

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APA (6th Edition):

Beju, D. A. (. (2014). Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd

Chicago Manual of Style (16th Edition):

Beju, D A (author). “Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs.” 2014. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd.

MLA Handbook (7th Edition):

Beju, D A (author). “Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs.” 2014. Web. 27 Sep 2020.

Vancouver:

Beju DA(. Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd.

Council of Science Editors:

Beju DA(. Semi-analytical method of buckling strength prediction for plates stiffened with T-shaped stiffeners having slender (class 4) webs. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:46d08bc7-be6e-41eb-b957-0414e59864fd


Georgia Tech

15. Blackmon, Charles McSween. Dynamic snap-through buckling of eccentrically stiffened shallow spherical caps.

Degree: PhD, Aeronautical Engineering, 1969, Georgia Tech

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

Blackmon, C. M. (1969). Dynamic snap-through buckling of eccentrically stiffened shallow spherical caps. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12513

Chicago Manual of Style (16th Edition):

Blackmon, Charles McSween. “Dynamic snap-through buckling of eccentrically stiffened shallow spherical caps.” 1969. Doctoral Dissertation, Georgia Tech. Accessed September 27, 2020. http://hdl.handle.net/1853/12513.

MLA Handbook (7th Edition):

Blackmon, Charles McSween. “Dynamic snap-through buckling of eccentrically stiffened shallow spherical caps.” 1969. Web. 27 Sep 2020.

Vancouver:

Blackmon CM. Dynamic snap-through buckling of eccentrically stiffened shallow spherical caps. [Internet] [Doctoral dissertation]. Georgia Tech; 1969. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1853/12513.

Council of Science Editors:

Blackmon CM. Dynamic snap-through buckling of eccentrically stiffened shallow spherical caps. [Doctoral Dissertation]. Georgia Tech; 1969. Available from: http://hdl.handle.net/1853/12513


University of British Columbia

16. Choukalos, William. Buckling of a ring in an elastic foundation .

Degree: 1964, University of British Columbia

 This thesis derives the differential equation for the in plane extentionless buckling of a ring in an elastic foundation. The elastic foundation can exert forces… (more)

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

Choukalos, W. (1964). Buckling of a ring in an elastic foundation . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/39691

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Choukalos, William. “Buckling of a ring in an elastic foundation .” 1964. Thesis, University of British Columbia. Accessed September 27, 2020. http://hdl.handle.net/2429/39691.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Choukalos, William. “Buckling of a ring in an elastic foundation .” 1964. Web. 27 Sep 2020.

Vancouver:

Choukalos W. Buckling of a ring in an elastic foundation . [Internet] [Thesis]. University of British Columbia; 1964. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/2429/39691.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Choukalos W. Buckling of a ring in an elastic foundation . [Thesis]. University of British Columbia; 1964. Available from: http://hdl.handle.net/2429/39691

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of British Columbia

17. De Vall, Ronald H. The lateral-torsional buckling of doubly symmetric wide flange sections .

Degree: 1968, University of British Columbia

 In this thesis, a stiffness matrix which includes the non-linear effects of principal plane shears, moments and axial loads on lateral and torsional deflections is… (more)

Subjects/Keywords: Buckling (Mechanics)

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APA (6th Edition):

De Vall, R. H. (1968). The lateral-torsional buckling of doubly symmetric wide flange sections . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/36075

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

De Vall, Ronald H. “The lateral-torsional buckling of doubly symmetric wide flange sections .” 1968. Thesis, University of British Columbia. Accessed September 27, 2020. http://hdl.handle.net/2429/36075.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

De Vall, Ronald H. “The lateral-torsional buckling of doubly symmetric wide flange sections .” 1968. Web. 27 Sep 2020.

Vancouver:

De Vall RH. The lateral-torsional buckling of doubly symmetric wide flange sections . [Internet] [Thesis]. University of British Columbia; 1968. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/2429/36075.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

De Vall RH. The lateral-torsional buckling of doubly symmetric wide flange sections . [Thesis]. University of British Columbia; 1968. Available from: http://hdl.handle.net/2429/36075

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

18. Pappa, Patricia. Numerical simulation of inelastic shell buckling and post-buckling behavior.

Degree: 2016, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας

The research in the present dissertation is aimed at developing advanced numerical tools for the simulation of shell buckling and post-buckling behavior, in the inelastic… (more)

Subjects/Keywords: Λυγισμός κελυφών; Shell Buckling

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APA (6th Edition):

Pappa, P. (2016). Numerical simulation of inelastic shell buckling and post-buckling behavior. (Thesis). University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Retrieved from http://hdl.handle.net/10442/hedi/38417

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pappa, Patricia. “Numerical simulation of inelastic shell buckling and post-buckling behavior.” 2016. Thesis, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Accessed September 27, 2020. http://hdl.handle.net/10442/hedi/38417.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pappa, Patricia. “Numerical simulation of inelastic shell buckling and post-buckling behavior.” 2016. Web. 27 Sep 2020.

Vancouver:

Pappa P. Numerical simulation of inelastic shell buckling and post-buckling behavior. [Internet] [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2016. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/10442/hedi/38417.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pappa P. Numerical simulation of inelastic shell buckling and post-buckling behavior. [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2016. Available from: http://hdl.handle.net/10442/hedi/38417

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Manchester

19. Thorpe, Maria Anastasia. Deformation and buckling of isolated and interacting thin shells in an elastic medium.

Degree: 2016, University of Manchester

This thesis 'Deformation and buckling of isolated and interacting thin shells in an elastic medium', is submitted by Maria Thorpe to The University of Manchester… (more)

Subjects/Keywords: buckling; embedded shells; interaction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Thorpe, M. A. (2016). Deformation and buckling of isolated and interacting thin shells in an elastic medium. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750

Chicago Manual of Style (16th Edition):

Thorpe, Maria Anastasia. “Deformation and buckling of isolated and interacting thin shells in an elastic medium.” 2016. Doctoral Dissertation, University of Manchester. Accessed September 27, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750.

MLA Handbook (7th Edition):

Thorpe, Maria Anastasia. “Deformation and buckling of isolated and interacting thin shells in an elastic medium.” 2016. Web. 27 Sep 2020.

Vancouver:

Thorpe MA. Deformation and buckling of isolated and interacting thin shells in an elastic medium. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Sep 27]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750.

Council of Science Editors:

Thorpe MA. Deformation and buckling of isolated and interacting thin shells in an elastic medium. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:294750


University of Alberta

20. Fathi, Ali. Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines.

Degree: PhD, Department of Civil and Environmental Engineering, 2012, University of Alberta

 This research investigates the buckling response of high strength steel (HSS) pipes with anisotropic material properties. The stress-strain responses of eight material types of grades… (more)

Subjects/Keywords: High Strength Steel Pipelines; Local Buckling; Critical Buckling Strain

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Fathi, A. (2012). Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/rx913r46c

Chicago Manual of Style (16th Edition):

Fathi, Ali. “Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines.” 2012. Doctoral Dissertation, University of Alberta. Accessed September 27, 2020. https://era.library.ualberta.ca/files/rx913r46c.

MLA Handbook (7th Edition):

Fathi, Ali. “Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines.” 2012. Web. 27 Sep 2020.

Vancouver:

Fathi A. Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines. [Internet] [Doctoral dissertation]. University of Alberta; 2012. [cited 2020 Sep 27]. Available from: https://era.library.ualberta.ca/files/rx913r46c.

Council of Science Editors:

Fathi A. Effects of Material Anisotropy on the Buckling Resistance of High Strength Steel Pipelines. [Doctoral Dissertation]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/rx913r46c

21. Arena, Gaetano. Adaptive compliant structures for fluid flow control : a 'catastrophic' approach.

Degree: PhD, 2019, University of Bristol

 Structural adaptivity is an enabling concept when an engineering system requires trade-offs between stiffness, strength, weight and functionality. Adaptive devices, that sense and react to… (more)

Subjects/Keywords: Morphing; Composite materials; Air inlet; adaptation; buckling; post-buckling

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APA (6th Edition):

Arena, G. (2019). Adaptive compliant structures for fluid flow control : a 'catastrophic' approach. (Doctoral Dissertation). University of Bristol. Retrieved from http://hdl.handle.net/1983/13bee23a-245e-419d-8bee-ca0ba5b91042

Chicago Manual of Style (16th Edition):

Arena, Gaetano. “Adaptive compliant structures for fluid flow control : a 'catastrophic' approach.” 2019. Doctoral Dissertation, University of Bristol. Accessed September 27, 2020. http://hdl.handle.net/1983/13bee23a-245e-419d-8bee-ca0ba5b91042.

MLA Handbook (7th Edition):

Arena, Gaetano. “Adaptive compliant structures for fluid flow control : a 'catastrophic' approach.” 2019. Web. 27 Sep 2020.

Vancouver:

Arena G. Adaptive compliant structures for fluid flow control : a 'catastrophic' approach. [Internet] [Doctoral dissertation]. University of Bristol; 2019. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/1983/13bee23a-245e-419d-8bee-ca0ba5b91042.

Council of Science Editors:

Arena G. Adaptive compliant structures for fluid flow control : a 'catastrophic' approach. [Doctoral Dissertation]. University of Bristol; 2019. Available from: http://hdl.handle.net/1983/13bee23a-245e-419d-8bee-ca0ba5b91042


University of Sydney

22. Trouncer, Adam Nevil. Steel storage racks with locally unstable members .

Degree: 2014, University of Sydney

 This thesis presents comprehensive studies into locally unstable light-gauge steel structures. The aim of this project was to create guidelines for the design of thin-walled… (more)

Subjects/Keywords: Steel storage racks; Interactive buckling; Flexural-torsional buckling; Cross-sectional imperfections

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Trouncer, A. N. (2014). Steel storage racks with locally unstable members . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/11814

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Trouncer, Adam Nevil. “Steel storage racks with locally unstable members .” 2014. Thesis, University of Sydney. Accessed September 27, 2020. http://hdl.handle.net/2123/11814.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Trouncer, Adam Nevil. “Steel storage racks with locally unstable members .” 2014. Web. 27 Sep 2020.

Vancouver:

Trouncer AN. Steel storage racks with locally unstable members . [Internet] [Thesis]. University of Sydney; 2014. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/2123/11814.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Trouncer AN. Steel storage racks with locally unstable members . [Thesis]. University of Sydney; 2014. Available from: http://hdl.handle.net/2123/11814

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

23. van Delft, Vincent (author). Global buckling mechanism of sheet piles: The influence of soil to the global buckling behaviour of sheet piles.

Degree: 2020, Delft University of Technology

For the design of a steel sheet pile, verification checks should be done on multiple failure mechanisms. One of the failure mechanisms which should be… (more)

Subjects/Keywords: Global Buckling; Sheet piles; Influence of soil; Euler buckling

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APA (6th Edition):

van Delft, V. (. (2020). Global buckling mechanism of sheet piles: The influence of soil to the global buckling behaviour of sheet piles. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:cbefbdf6-8095-4974-b675-4ea23fbdaf4e

Chicago Manual of Style (16th Edition):

van Delft, Vincent (author). “Global buckling mechanism of sheet piles: The influence of soil to the global buckling behaviour of sheet piles.” 2020. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:cbefbdf6-8095-4974-b675-4ea23fbdaf4e.

MLA Handbook (7th Edition):

van Delft, Vincent (author). “Global buckling mechanism of sheet piles: The influence of soil to the global buckling behaviour of sheet piles.” 2020. Web. 27 Sep 2020.

Vancouver:

van Delft V(. Global buckling mechanism of sheet piles: The influence of soil to the global buckling behaviour of sheet piles. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:cbefbdf6-8095-4974-b675-4ea23fbdaf4e.

Council of Science Editors:

van Delft V(. Global buckling mechanism of sheet piles: The influence of soil to the global buckling behaviour of sheet piles. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:cbefbdf6-8095-4974-b675-4ea23fbdaf4e


Delft University of Technology

24. Dykstra, D.M.J. (author). Modelling Delaminations in Composite Panels: Including Novel Theories for Post-Buckling and Delamination Growth.

Degree: 2016, Delft University of Technology

Even though composite materials are being applied more and more often, these materials are often not used to their full potential. In particular, composite materials… (more)

Subjects/Keywords: buckling; post-buckling; composites; composite panels; compression; delamination growth; impact

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APA (6th Edition):

Dykstra, D. M. J. (. (2016). Modelling Delaminations in Composite Panels: Including Novel Theories for Post-Buckling and Delamination Growth. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:21486e29-e491-4e0b-b170-a30af9a24f7b

Chicago Manual of Style (16th Edition):

Dykstra, D M J (author). “Modelling Delaminations in Composite Panels: Including Novel Theories for Post-Buckling and Delamination Growth.” 2016. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:21486e29-e491-4e0b-b170-a30af9a24f7b.

MLA Handbook (7th Edition):

Dykstra, D M J (author). “Modelling Delaminations in Composite Panels: Including Novel Theories for Post-Buckling and Delamination Growth.” 2016. Web. 27 Sep 2020.

Vancouver:

Dykstra DMJ(. Modelling Delaminations in Composite Panels: Including Novel Theories for Post-Buckling and Delamination Growth. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:21486e29-e491-4e0b-b170-a30af9a24f7b.

Council of Science Editors:

Dykstra DMJ(. Modelling Delaminations in Composite Panels: Including Novel Theories for Post-Buckling and Delamination Growth. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:21486e29-e491-4e0b-b170-a30af9a24f7b


University of Plymouth

25. Cheng, Shanshan. Fire performance of cold-formed steel sections.

Degree: PhD, 2015, University of Plymouth

 Thin-walled cold-formed steel (CFS) has exhibited inherent structural and architectural advantages over other constructional materials, for example, high strength-to-weight ratio, ease of fabrication, economy in… (more)

Subjects/Keywords: 624.1; cold-formed steel sections; thin-walled structures; channel-section; fire; elevated temperatures; non-uniform temperature distributions; pre-buckling; buckling; post-buckling; failure model; ultimate capacity; local buckling; distortional buckling; lateral-torsional buckling; flexural buckling; finite strip method; finite element method; direct strength method; analytical method

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APA (6th Edition):

Cheng, S. (2015). Fire performance of cold-formed steel sections. (Doctoral Dissertation). University of Plymouth. Retrieved from http://hdl.handle.net/10026.1/3316

Chicago Manual of Style (16th Edition):

Cheng, Shanshan. “Fire performance of cold-formed steel sections.” 2015. Doctoral Dissertation, University of Plymouth. Accessed September 27, 2020. http://hdl.handle.net/10026.1/3316.

MLA Handbook (7th Edition):

Cheng, Shanshan. “Fire performance of cold-formed steel sections.” 2015. Web. 27 Sep 2020.

Vancouver:

Cheng S. Fire performance of cold-formed steel sections. [Internet] [Doctoral dissertation]. University of Plymouth; 2015. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/10026.1/3316.

Council of Science Editors:

Cheng S. Fire performance of cold-formed steel sections. [Doctoral Dissertation]. University of Plymouth; 2015. Available from: http://hdl.handle.net/10026.1/3316


University of Sydney

26. Becque, Jurgen. The interaction of local and overall buckling of cold-formed stainless steel columns.

Degree: 2008, University of Sydney

 Abstract: The objective of this research is to investigate the interaction of local and overall flexural buckling in cold-formed stainless steel columns. Literature study exposes… (more)

Subjects/Keywords: stainless steel; columns; interaction buckling; local buckling; overall buckling

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APA (6th Edition):

Becque, J. (2008). The interaction of local and overall buckling of cold-formed stainless steel columns. (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/3772

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Becque, Jurgen. “The interaction of local and overall buckling of cold-formed stainless steel columns. ” 2008. Thesis, University of Sydney. Accessed September 27, 2020. http://hdl.handle.net/2123/3772.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Becque, Jurgen. “The interaction of local and overall buckling of cold-formed stainless steel columns. ” 2008. Web. 27 Sep 2020.

Vancouver:

Becque J. The interaction of local and overall buckling of cold-formed stainless steel columns. [Internet] [Thesis]. University of Sydney; 2008. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/2123/3772.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Becque J. The interaction of local and overall buckling of cold-formed stainless steel columns. [Thesis]. University of Sydney; 2008. Available from: http://hdl.handle.net/2123/3772

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


RMIT University

27. Ascione, A. Synthetic models for the analysis and control of composite and sandwich aerospace structures in critical conditions.

Degree: 2019, RMIT University

 The evolution of the aviation industry has always been driven by the achievement of better performances and the reduction of weight. One successful approach for… (more)

Subjects/Keywords: Fields of Research; Refined Zigzag Theory; Buckling; Post-buckling; Local buckling; Piezoelectric actuators; Geometric nonlinearities; Geometric imperfections

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APA (6th Edition):

Ascione, A. (2019). Synthetic models for the analysis and control of composite and sandwich aerospace structures in critical conditions. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162892

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ascione, A. “Synthetic models for the analysis and control of composite and sandwich aerospace structures in critical conditions.” 2019. Thesis, RMIT University. Accessed September 27, 2020. http://researchbank.rmit.edu.au/view/rmit:162892.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ascione, A. “Synthetic models for the analysis and control of composite and sandwich aerospace structures in critical conditions.” 2019. Web. 27 Sep 2020.

Vancouver:

Ascione A. Synthetic models for the analysis and control of composite and sandwich aerospace structures in critical conditions. [Internet] [Thesis]. RMIT University; 2019. [cited 2020 Sep 27]. Available from: http://researchbank.rmit.edu.au/view/rmit:162892.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ascione A. Synthetic models for the analysis and control of composite and sandwich aerospace structures in critical conditions. [Thesis]. RMIT University; 2019. Available from: http://researchbank.rmit.edu.au/view/rmit:162892

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Virginia Tech

28. Ghosh, Biswarup. Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels.

Degree: MS, Aerospace and Ocean Engineering, 2003, Virginia Tech

 In this thesis improved expressions for elastic local plate buckling and overall panel buckling of uniaxially compressed T-stiffened panels are developed and validated with 55… (more)

Subjects/Keywords: Panel Ultimate Strength; Interactive Buckling; Panel Buckling; Plate Buckling

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ghosh, B. (2003). Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31803

Chicago Manual of Style (16th Edition):

Ghosh, Biswarup. “Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels.” 2003. Masters Thesis, Virginia Tech. Accessed September 27, 2020. http://hdl.handle.net/10919/31803.

MLA Handbook (7th Edition):

Ghosh, Biswarup. “Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels.” 2003. Web. 27 Sep 2020.

Vancouver:

Ghosh B. Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels. [Internet] [Masters thesis]. Virginia Tech; 2003. [cited 2020 Sep 27]. Available from: http://hdl.handle.net/10919/31803.

Council of Science Editors:

Ghosh B. Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels. [Masters Thesis]. Virginia Tech; 2003. Available from: http://hdl.handle.net/10919/31803


Delft University of Technology

29. Ye, F. (author). Local Buckling Analysis of Thin-Wall Shell Structures.

Degree: 2015, Delft University of Technology

This master thesis presents research into buckling of thin hyperboloid shells structures. This type of structure is typically applied as the large cooling towers at… (more)

Subjects/Keywords: shell; buckling; arc length; finite element analysis; geometric nonlinear buckling analysis; koiter; curve fitting; buckling load path

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Ye, F. (. (2015). Local Buckling Analysis of Thin-Wall Shell Structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515

Chicago Manual of Style (16th Edition):

Ye, F (author). “Local Buckling Analysis of Thin-Wall Shell Structures.” 2015. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515.

MLA Handbook (7th Edition):

Ye, F (author). “Local Buckling Analysis of Thin-Wall Shell Structures.” 2015. Web. 27 Sep 2020.

Vancouver:

Ye F(. Local Buckling Analysis of Thin-Wall Shell Structures. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515.

Council of Science Editors:

Ye F(. Local Buckling Analysis of Thin-Wall Shell Structures. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:27d64d65-0e67-41dc-b017-0ff5d3930515

30. Van Ham, A. (author). Interaction between plate and column buckling.

Degree: 2012, Delft University of Technology

The interaction between plate buckling and column buckling has been studied. Also a design recommendation is made for engineers working with class 4 cross-sections.

Steel… (more)

Subjects/Keywords: plate buckling; column buckling; interaction; buckling; plooistabiliteit

…Alex van Ham Interaction between plate and column buckling 12 januari 2012 Table of… …16 Chapter 2: Buckling… …19 Buckling… …23 Derivation column buckling… …24 Derivation lateral torsional buckling… 

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APA (6th Edition):

Van Ham, A. (. (2012). Interaction between plate and column buckling. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662

Chicago Manual of Style (16th Edition):

Van Ham, A (author). “Interaction between plate and column buckling.” 2012. Masters Thesis, Delft University of Technology. Accessed September 27, 2020. http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662.

MLA Handbook (7th Edition):

Van Ham, A (author). “Interaction between plate and column buckling.” 2012. Web. 27 Sep 2020.

Vancouver:

Van Ham A(. Interaction between plate and column buckling. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Sep 27]. Available from: http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662.

Council of Science Editors:

Van Ham A(. Interaction between plate and column buckling. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:b2760999-c3a9-4019-a071-eb79010ed662

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