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Study of force-displacement relationships for the finite-element analysis of reinforced concreteHoude, Jules January 1974 (has links)
No description available.
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Finite element analysis of reinforced concrete members.Spokowski, Robert William. January 1972 (has links)
No description available.
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Unsymmetrical bending in square reinforced concrete columnsMcCarthy, John Arnold 08 1900 (has links)
No description available.
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Computer design and analysis of simple span prestressed concrete highway bridge girdersUnderwood, John Martin 05 1900 (has links)
No description available.
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The effect of reinforcement corrosion on the structural performance of concrete flexural membersElgarf, Mahmoud Sabry Abdelwahhab January 2004 (has links)
Rational decisions about cost-effecctive bridge designs, optimum inspection strategies and repair are hampered by the absence of comprehensive data on the mechanical performance of deteriorated concrete elements. One of the most important causes of concrete deterioration is corrosion of the steel reinforcement. In general corrosion of reinforcement is believed to affect the structural performance of concrete elements in two ways. First, by increasing the stress concentration on the rebar cross section, due to corrosion-induced reduction in the rebar cross-sectional area, which may lead to premature failure if the stresses in the rebar exceeds its yield strength. Second, by weakening the transmission of stresses in the composite resulting from the loss of bond strength between concrete and the steel reinforcement and the growth of cracks due to the formation of corrosion products at concrete/reinforcement interface. As part of a 'Brite Euram' Project, sponsored by the E.E.C., the author has developed procedures for assessing the influence of reinforcement corrosion on the structural performance of reinforced concrete flexural members. The experimental work was carried out on reinforced concrete beams which were subjected to accelerated reinforcement corrosion and then tested in flexure. Corrosion was induced in reinforcement by means of two external power supplies. The results obtained from the experiments show that reinforcement corrosion reduced the stiffness and the load carrying capacity of concrete beams significantly. Structural analysis and reliability analysis techniques were applied to the results of the study, and simple models for predicting the flexural load capacity of corroded beams were produced. The effect of reinforcement corrosion on the bond strength at the steel/concrete interface was also investigated. The results of the study provide evidence to indicate a trend of increased bond strength associated with small degrees of corrosion in reinforcement (≤0.4% reduction in rebar diameter).
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Dynamic analysis of RC frames subjected to ground motions using the particle flow code (PFC) /Davila-Sanhdars, Miguel Angel. Unknown Date (has links)
Reinforced concrete structures are usually vulnerable to collapse in areas where the earthquakes are frequent. Although plenty of research has been carried out in that regard the problem is still in place. Furthermore, there are buildings that did not collapse with the first and second earthquake but with the third one. That happens because many buildings are generally declared safe after being thoroughly inspected in the visible areas only, ignoring the extent of the damage in the column-to-foundation connections. The criterion of identifying the failure at the base of the columns of the ground floor is that after the earthquake there are no traces of failure. In other words, the cracks at the base of the columns have been healed and concealed the damage in the core of the columns. / Thesis (PhDCivilEngineering)--University of South Australia, 2005.
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Thesis submitted for the Angas Engineering Scholarship to be awarded in June 1922 /Anderson, William Moffat. January 1921 (has links) (PDF)
Thesis (Angas Engineering Scholarship)--University of Adelaide, 1921. / Manuscript copy; handwritten. "May 1921."
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Assessment of material strain limits for defining different forms of plastic hinge region in concrete structures : a thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering at the University of Canterbury /Walker, Adam January 2007 (has links)
Thesis (M.E.)--University of Canterbury, 2007. / Typescript (photocopy). Includes bibliographical references (p. 173-177). Also available via the World Wide Web.
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Experimental and analytical evaluation of conventionally reinforced deck-girder bridge bent caps with vintage details /Senturk, Ahmet Ekin. January 1900 (has links)
Thesis (Ph. D.)--Oregon State University, 2009. / Printout. Includes bibliographical references (leaves 321-332). Also available on the World Wide Web.
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Seismic response of telescope pipe pin connectionsDoyle, Kelly, January 2008 (has links)
Thesis (M.S.)--University of Nevada, Reno, 2008. / "May, 2008." Includes bibliographical references (leaves 58-59). Online version available on the World Wide Web.
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