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You searched for subject:(fatigue failures). Showing records 1 – 5 of 5 total matches.

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University of Arizona

1. KJERENGTROEN, LIDVIN. RELIABILITY ANALYSIS OF SERIES STRUCTURAL SYSTEMS (PROBABILITY, DESIGN, FATIGUE).

Degree: 1985, University of Arizona

 Reliability analysis of series structural systems with emphasis on problems typical for metal fatigue is addressed. Specific goals include the following: (1) Given the distribution… (more)

Subjects/Keywords: System failures (Engineering); Metals  – Fatigue.

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

APA (6th Edition):

KJERENGTROEN, L. (1985). RELIABILITY ANALYSIS OF SERIES STRUCTURAL SYSTEMS (PROBABILITY, DESIGN, FATIGUE). (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/187909

Chicago Manual of Style (16th Edition):

KJERENGTROEN, LIDVIN. “RELIABILITY ANALYSIS OF SERIES STRUCTURAL SYSTEMS (PROBABILITY, DESIGN, FATIGUE). ” 1985. Doctoral Dissertation, University of Arizona. Accessed October 25, 2020. http://hdl.handle.net/10150/187909.

MLA Handbook (7th Edition):

KJERENGTROEN, LIDVIN. “RELIABILITY ANALYSIS OF SERIES STRUCTURAL SYSTEMS (PROBABILITY, DESIGN, FATIGUE). ” 1985. Web. 25 Oct 2020.

Vancouver:

KJERENGTROEN L. RELIABILITY ANALYSIS OF SERIES STRUCTURAL SYSTEMS (PROBABILITY, DESIGN, FATIGUE). [Internet] [Doctoral dissertation]. University of Arizona; 1985. [cited 2020 Oct 25]. Available from: http://hdl.handle.net/10150/187909.

Council of Science Editors:

KJERENGTROEN L. RELIABILITY ANALYSIS OF SERIES STRUCTURAL SYSTEMS (PROBABILITY, DESIGN, FATIGUE). [Doctoral Dissertation]. University of Arizona; 1985. Available from: http://hdl.handle.net/10150/187909


Stellenbosch University

2. Agostini, Loren. The failure of concrete retaining block (CRB) walls.

Degree: MEng, Civil Engineering, 2016, Stellenbosch University

ENGLISH ABSTRACT: Concrete retaining block (CRB) walls have been identified by ECSA (the Engineering Council of South Africa) as a class of structures prone to… (more)

Subjects/Keywords: Reinforced concrete construction; Concrete  – Fatigue; Retaining walls  – Design and construction; Structural failures; UCTD; Structural engineering  – Research

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

APA (6th Edition):

Agostini, L. (2016). The failure of concrete retaining block (CRB) walls. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100087

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):

Agostini, Loren. “The failure of concrete retaining block (CRB) walls.” 2016. Thesis, Stellenbosch University. Accessed October 25, 2020. http://hdl.handle.net/10019.1/100087.

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

MLA Handbook (7th Edition):

Agostini, Loren. “The failure of concrete retaining block (CRB) walls.” 2016. Web. 25 Oct 2020.

Vancouver:

Agostini L. The failure of concrete retaining block (CRB) walls. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2020 Oct 25]. Available from: http://hdl.handle.net/10019.1/100087.

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

Council of Science Editors:

Agostini L. The failure of concrete retaining block (CRB) walls. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100087

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

3. Eriksson, Mathias. Undersökning av brottytor på utmattningsprovstavar av stål till borrkronor.

Degree: Science and Technology, 2016, Örebro University

Utmattningsbrott är ett återkommande problem som uppstår i borrkronor. Atlas Copco Secoroc har tidigare gjort utmattningsprovningar på fyra serier provstavar. Serierna skiljer sig från… (more)

Subjects/Keywords: fatigue failures; fracture surface; non-metallic inclusions; scanning electron microscopy; utmattningsbrott; brottytor; icke-metalliska inneslutningar; svepelektronmikroskop; Mechanical Engineering; Maskinteknik

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

APA (6th Edition):

Eriksson, M. (2016). Undersökning av brottytor på utmattningsprovstavar av stål till borrkronor. (Thesis). Örebro University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-51835

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):

Eriksson, Mathias. “Undersökning av brottytor på utmattningsprovstavar av stål till borrkronor.” 2016. Thesis, Örebro University. Accessed October 25, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-51835.

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

MLA Handbook (7th Edition):

Eriksson, Mathias. “Undersökning av brottytor på utmattningsprovstavar av stål till borrkronor.” 2016. Web. 25 Oct 2020.

Vancouver:

Eriksson M. Undersökning av brottytor på utmattningsprovstavar av stål till borrkronor. [Internet] [Thesis]. Örebro University; 2016. [cited 2020 Oct 25]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-51835.

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

Council of Science Editors:

Eriksson M. Undersökning av brottytor på utmattningsprovstavar av stål till borrkronor. [Thesis]. Örebro University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:oru:diva-51835

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


University of Illinois – Urbana-Champaign

4. Kurtz, Nolan S. System reliability analysis of structures subjected to fatigue induced sequential failures using evolutionary algorithms.

Degree: MS, 0106, 2011, University of Illinois – Urbana-Champaign

 In the past, many catastrophic failures have occurred due to lack of redundancy and managerial oversight. For example, it was found that local failures due… (more)

Subjects/Keywords: system reliability analysis; genetic algorithms; Non-dominated based Sorting Genetic Algorithm II (NSGA-II); Monte Carlo Simulation (MCS); sequential failures; structural reliability; fatigue; multi-objective optimization; dominant failure mode search; inspection cycle; progressive collapse

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

APA (6th Edition):

Kurtz, N. S. (2011). System reliability analysis of structures subjected to fatigue induced sequential failures using evolutionary algorithms. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/18514

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):

Kurtz, Nolan S. “System reliability analysis of structures subjected to fatigue induced sequential failures using evolutionary algorithms.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed October 25, 2020. http://hdl.handle.net/2142/18514.

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

MLA Handbook (7th Edition):

Kurtz, Nolan S. “System reliability analysis of structures subjected to fatigue induced sequential failures using evolutionary algorithms.” 2011. Web. 25 Oct 2020.

Vancouver:

Kurtz NS. System reliability analysis of structures subjected to fatigue induced sequential failures using evolutionary algorithms. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2020 Oct 25]. Available from: http://hdl.handle.net/2142/18514.

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

Council of Science Editors:

Kurtz NS. System reliability analysis of structures subjected to fatigue induced sequential failures using evolutionary algorithms. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/18514

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


Georgia Tech

5. Allen, Christine. Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement.

Degree: MS, Civil and Environmental Engineering, 2010, Georgia Tech

 Aging bridges in the United States demand effective, efficient, and economical strengthening techniques to meet future traffic requirements. One such technique is to bond steel… (more)

Subjects/Keywords: Strengthening; Reinforced concrete; Rehabilitation; Externally bonded reinforcement; Peeling; Structural engineering; Debonding; Delamination; FRP; Fiber reinforced polymer; Steel plate; Concrete beams; Structural failures; Materials Fatigue; Strains and stresses; Structural frames

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

APA (6th Edition):

Allen, C. (2010). Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/33982

Chicago Manual of Style (16th Edition):

Allen, Christine. “Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement.” 2010. Masters Thesis, Georgia Tech. Accessed October 25, 2020. http://hdl.handle.net/1853/33982.

MLA Handbook (7th Edition):

Allen, Christine. “Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement.” 2010. Web. 25 Oct 2020.

Vancouver:

Allen C. Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement. [Internet] [Masters thesis]. Georgia Tech; 2010. [cited 2020 Oct 25]. Available from: http://hdl.handle.net/1853/33982.

Council of Science Editors:

Allen C. Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement. [Masters Thesis]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/33982

.