Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(624 1). Showing records 1 – 2 of 2 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


University of Adelaide

1. Seracino, R. (Rudolf). Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.

Degree: 1999, University of Adelaide

Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams. Advisors/Committee Members: Dept. of Civil and Environmental Engineering (school).

Subjects/Keywords: 624/.257 1; Concrete construction Fatigue Mathematical models.; Bridges, Concrete Design and construction.; Composite construction Testing.; Concrete beams Testing.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Seracino, R. (. (1999). Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/19519

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):

Seracino, R (Rudolf). “Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.” 1999. Thesis, University of Adelaide. Accessed October 21, 2020. http://hdl.handle.net/2440/19519.

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

MLA Handbook (7th Edition):

Seracino, R (Rudolf). “Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.” 1999. Web. 21 Oct 2020.

Vancouver:

Seracino R(. Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino. [Internet] [Thesis]. University of Adelaide; 1999. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/2440/19519.

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

Council of Science Editors:

Seracino R(. Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino. [Thesis]. University of Adelaide; 1999. Available from: http://hdl.handle.net/2440/19519

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

2. Bedynek, Agnieszka. Structural behaviour of tapered steel plate girders subjected to shear.

Degree: Departament d'Enginyeria de la Construcció, 2014, Universitat Politècnica de Catalunya

Tapered plate girders often form part of large-scale structures such as long continuous bridges or industrial buildings where due to considerable loads the higher resistance is required. There are several important reasons choosing non-prismatic girders. First of all, their tapered shape with gradually changing inertia allows for more effective stress distribution inside the web-panel and contributes to steel reduction and thereby to decrease the overall cost of the structure. Trapezoidal shape of such panels also may be desirable in structures with non-standard shape for example where pre-formed service openings are needed. Although rectangular plate girders were studied in many occasions in last few decades, the latest investigations have shown that the structural behaviour of tapered panels is more complex and different distribution of the internal forces takes place. Due to a lack of design rules for assessment of ultimate shear resistance of tapered plate structures with considerable angle of a slope (> 10 degrees), this research is focused on searching for a solution of the problem. The main body of the thesis is composed of four independent publications where each of them summarizes different phase of the research. The most relevant issues related to tapered panels discussed in the papers were: the critical shear load in tapered simple-supported plates, the influence of geometrical and structural imperfections, the optimal position of the longitudinal stiffener, the Resal effect, and finally the ultimate shear resistance of stiffened and unstiffened tapered plate girders. Nevertheless, the main objective of this work was the development of a reliable design tool to assess of the ultimate shear resistance of non-prismatic plate girders. The methodology applied in the research consists of the following stages: study of the bibliography and initial theoretical research, development of a numerical model, execution of two experimental programs, development of a wide parametric study, analysis of the experimental and numerical results, comparing them with those obtained according to EN 1993-1-5, and finally - development of a new design proposal for the assessment of the ultimate shear resistance for tapered steel plate girders. The PhD research was supported by two experimental programs focused on the structural behaviour of tapered plate girders. In the first program, transversally stiffened members subjected to shear and shear-bending interaction were tested. The second experimental program was focused on longitudinally stiffened tapered plate girders under shear. Results obtained from the experimental tests were used for the verification of the numerical model. Plate girders reveal tendency to possess a significant post-buckling resistance. This phenomenon can be observed as a diagonal tension field developing within the web-panel. In both experimental tests and numerical analyses, this characteristic behaviour was observed. Using verified the numerical model, a wide parametric study for a large number… Advisors/Committee Members: [email protected] (authoremail), false (authoremailshow), Real Saladrigas, Esther (director), Mirambell Arrizabalaga, Enrique (codirector), true (authorsendemail).

Subjects/Keywords: Tapered steel plate girders; Critical shear load; Ultimate shear resistance; EN1993-1-5; Residual stresses; Transversal and longitudinal stiffeners; Shearbending interaction; 55; 624; 69

…Table of Contents ACKNOWLEDGMENTS SUMMARY TABLE OF CONTENTS 1. INTRODUCTION 1.1. 1.2… …Methodology Development of the research 1 3 5 6 13 2. SHEAR BUCKLING COEFFICIENT – PROPOSAL FOR… …procedure 2.7. Comparison between present study and EN 1993-1-5 2.7.1. Inclination greater than… …resistance according to EN 1993-1-5 3.3.4. Four typologies – general behaviour 3.4. Experimental… …1993-1-5 3.5. Parametric studies 3.6. Discussion and conclusions 33 34 34 34 35 36 36 39 39… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bedynek, A. (2014). Structural behaviour of tapered steel plate girders subjected to shear. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/145443

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):

Bedynek, Agnieszka. “Structural behaviour of tapered steel plate girders subjected to shear.” 2014. Thesis, Universitat Politècnica de Catalunya. Accessed October 21, 2020. http://hdl.handle.net/10803/145443.

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

MLA Handbook (7th Edition):

Bedynek, Agnieszka. “Structural behaviour of tapered steel plate girders subjected to shear.” 2014. Web. 21 Oct 2020.

Vancouver:

Bedynek A. Structural behaviour of tapered steel plate girders subjected to shear. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2014. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/10803/145443.

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

Council of Science Editors:

Bedynek A. Structural behaviour of tapered steel plate girders subjected to shear. [Thesis]. Universitat Politècnica de Catalunya; 2014. Available from: http://hdl.handle.net/10803/145443

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

.