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You searched for subject:(tensile capacity). Showing records 1 – 6 of 6 total matches.

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University of Alberta

1. Cakiroglu, Celal. Tensile Strain Capacity of Energy Pipelines.

Degree: PhD, Department of Civil and Environmental Engineering, 2015, University of Alberta

 Pipeline structures can be subjected to excessive tensile strains due to a variety of environmental agents including but not limited to slope instabilities, seismic forces,… (more)

Subjects/Keywords: strain; pipelines; classification; tensile strain capacity; vintage pipes

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

APA (6th Edition):

Cakiroglu, C. (2015). Tensile Strain Capacity of Energy Pipelines. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/ck643b1339

Chicago Manual of Style (16th Edition):

Cakiroglu, Celal. “Tensile Strain Capacity of Energy Pipelines.” 2015. Doctoral Dissertation, University of Alberta. Accessed November 21, 2019. https://era.library.ualberta.ca/files/ck643b1339.

MLA Handbook (7th Edition):

Cakiroglu, Celal. “Tensile Strain Capacity of Energy Pipelines.” 2015. Web. 21 Nov 2019.

Vancouver:

Cakiroglu C. Tensile Strain Capacity of Energy Pipelines. [Internet] [Doctoral dissertation]. University of Alberta; 2015. [cited 2019 Nov 21]. Available from: https://era.library.ualberta.ca/files/ck643b1339.

Council of Science Editors:

Cakiroglu C. Tensile Strain Capacity of Energy Pipelines. [Doctoral Dissertation]. University of Alberta; 2015. Available from: https://era.library.ualberta.ca/files/ck643b1339


University of Tennessee – Knoxville

2. Lower, Mark D. Strain-Based Design Methodology of Large Diameter Grade X80 Linepipe.

Degree: 2014, University of Tennessee – Knoxville

 Continuous growth in energy demand is driving oil and natural gas production to areas that are often located far from major markets where the terrain… (more)

Subjects/Keywords: anisotropy; strain-based design; tensile-strain capacity; Grade X80 linepipe; low-cycle fatigue; plastic strain; Applied Mechanics

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APA (6th Edition):

Lower, M. D. (2014). Strain-Based Design Methodology of Large Diameter Grade X80 Linepipe. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/2769

Chicago Manual of Style (16th Edition):

Lower, Mark D. “Strain-Based Design Methodology of Large Diameter Grade X80 Linepipe.” 2014. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed November 21, 2019. https://trace.tennessee.edu/utk_graddiss/2769.

MLA Handbook (7th Edition):

Lower, Mark D. “Strain-Based Design Methodology of Large Diameter Grade X80 Linepipe.” 2014. Web. 21 Nov 2019.

Vancouver:

Lower MD. Strain-Based Design Methodology of Large Diameter Grade X80 Linepipe. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2014. [cited 2019 Nov 21]. Available from: https://trace.tennessee.edu/utk_graddiss/2769.

Council of Science Editors:

Lower MD. Strain-Based Design Methodology of Large Diameter Grade X80 Linepipe. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2014. Available from: https://trace.tennessee.edu/utk_graddiss/2769


KTH

3. Tazaly, Zeinab. Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement : Computational analysis of punching models.

Degree: Structural Engineering and Bridges, 2012, KTH

  Steel fibre reinforced concrete is not a novel concept, it has been around since the mid-1900s, but despite its great success in shotcrete-reinforced rock… (more)

Subjects/Keywords: Steel fibre reinforced concrete slab; punching capacity; concrete test; residual tensile strength; DAfStB; Swedish Concrete Association; conventional reinforcement

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

APA (6th Edition):

Tazaly, Z. (2012). Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement : Computational analysis of punching models. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-118825

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):

Tazaly, Zeinab. “Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement : Computational analysis of punching models.” 2012. Thesis, KTH. Accessed November 21, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-118825.

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

MLA Handbook (7th Edition):

Tazaly, Zeinab. “Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement : Computational analysis of punching models.” 2012. Web. 21 Nov 2019.

Vancouver:

Tazaly Z. Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement : Computational analysis of punching models. [Internet] [Thesis]. KTH; 2012. [cited 2019 Nov 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-118825.

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

Council of Science Editors:

Tazaly Z. Punching Shear Capacity of Fibre Reinforced Concrete Slabs with Conventional Reinforcement : Computational analysis of punching models. [Thesis]. KTH; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-118825

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


Brno University of Technology

4. Kostková, Jana. Porovnání vlastností dvou výrobků pro umělá kluziště na bázi kaučuku etylén-propylen-dien .

Degree: 2015, Brno University of Technology

 Diplomová práce se zabývá charakterizací dvou černobílých výrobků na bázi etylen-propylen-dienového kaučuku (EPDM) používaných jako podklad pro umělá kluziště. Výrobky označené A a B se… (more)

Subjects/Keywords: EPDM; TGA; DSC; EDS; ATR-FTIR; tahový test; termooxidační test; tepelná kapacita; test botnání; EPDM; TGA; DSC; EDS; ATR-FTIR; tensile test; thermooxidative stability; heat capacity; the swelling test

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

APA (6th Edition):

Kostková, J. (2015). Porovnání vlastností dvou výrobků pro umělá kluziště na bázi kaučuku etylén-propylen-dien . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30949

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):

Kostková, Jana. “Porovnání vlastností dvou výrobků pro umělá kluziště na bázi kaučuku etylén-propylen-dien .” 2015. Thesis, Brno University of Technology. Accessed November 21, 2019. http://hdl.handle.net/11012/30949.

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

MLA Handbook (7th Edition):

Kostková, Jana. “Porovnání vlastností dvou výrobků pro umělá kluziště na bázi kaučuku etylén-propylen-dien .” 2015. Web. 21 Nov 2019.

Vancouver:

Kostková J. Porovnání vlastností dvou výrobků pro umělá kluziště na bázi kaučuku etylén-propylen-dien . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/11012/30949.

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

Council of Science Editors:

Kostková J. Porovnání vlastností dvou výrobků pro umělá kluziště na bázi kaučuku etylén-propylen-dien . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/30949

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


Queensland University of Technology

5. Dolamune Kankanamge, Nirosha. Structural behaviour and design of cold-formed steel beams at elevated temperatures.

Degree: 2010, Queensland University of Technology

 Cold-formed steel members are extensively used in the building construction industry, especially in residential, commercial and industrial buildings. In recent times, fire safety has become… (more)

Subjects/Keywords: light gauge cold-formed steel, lateral-torsional buckling, section moment capacity, flexural members, ambient temperature, elevated temperatures, tensile coupon tests, reduced yield strength, reduced elastic modulus, stress-strain model; fire safety design, finite element analysis

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

APA (6th Edition):

Dolamune Kankanamge, N. (2010). Structural behaviour and design of cold-formed steel beams at elevated temperatures. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/33221/

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):

Dolamune Kankanamge, Nirosha. “Structural behaviour and design of cold-formed steel beams at elevated temperatures.” 2010. Thesis, Queensland University of Technology. Accessed November 21, 2019. https://eprints.qut.edu.au/33221/.

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

MLA Handbook (7th Edition):

Dolamune Kankanamge, Nirosha. “Structural behaviour and design of cold-formed steel beams at elevated temperatures.” 2010. Web. 21 Nov 2019.

Vancouver:

Dolamune Kankanamge N. Structural behaviour and design of cold-formed steel beams at elevated temperatures. [Internet] [Thesis]. Queensland University of Technology; 2010. [cited 2019 Nov 21]. Available from: https://eprints.qut.edu.au/33221/.

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

Council of Science Editors:

Dolamune Kankanamge N. Structural behaviour and design of cold-formed steel beams at elevated temperatures. [Thesis]. Queensland University of Technology; 2010. Available from: https://eprints.qut.edu.au/33221/

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


Halmstad University

6. Sandahl, William. Utdragskapacitet Sidokoppling Håldäck.

Degree: Engineering and Science, 2017, Halmstad University

  To achieve structural integrity in precast concrete systems, connections between elements must be capable to transfer both vertical and horizontal loads which puts high… (more)

Subjects/Keywords: concrete; precast concrete; hollow-core slabs; joints; tie-connections; tensile capacity; pull-out test; accidental loads; progressive collapse; betong; prefabricerad betong; håldäckselement; förband; koppling; dragkapacitet; utdragsprov; olyckslast; fortskridande ras; Construction Management; Byggproduktion; Building Technologies; Husbyggnad

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

APA (6th Edition):

Sandahl, W. (2017). Utdragskapacitet Sidokoppling Håldäck. (Thesis). Halmstad University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506

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):

Sandahl, William. “Utdragskapacitet Sidokoppling Håldäck.” 2017. Thesis, Halmstad University. Accessed November 21, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506.

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

MLA Handbook (7th Edition):

Sandahl, William. “Utdragskapacitet Sidokoppling Håldäck.” 2017. Web. 21 Nov 2019.

Vancouver:

Sandahl W. Utdragskapacitet Sidokoppling Håldäck. [Internet] [Thesis]. Halmstad University; 2017. [cited 2019 Nov 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506.

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

Council of Science Editors:

Sandahl W. Utdragskapacitet Sidokoppling Håldäck. [Thesis]. Halmstad University; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506

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

.