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Evaluation of criteria and investigation of fatigue failure characteristics of precast unreinforced concrete arch panel decksSargent, Dennis D. 10 April 2008 (has links)
No description available.
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FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS.Karimnassaee, Ali, 1959- January 1986 (has links)
No description available.
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Collapse behaviour of non-ductile partially prestressed concrete bridge girdersKgoboko, Kobamelo. January 1987 (has links) (PDF)
Typescript. Bibliography: leaves 318-338.
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Stiffness effects on fatigue life of asphaltic concreteKimambo, Immanuel Ndelahiyosa, 1943- January 1972 (has links)
No description available.
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Stress distribution in a column footingBugay, Stephen Edward, 1940- January 1963 (has links)
No description available.
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Void effects on fatigue life asphaltic concreteHasan, Ahmad, 1945- January 1973 (has links)
No description available.
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CONCRETE FAILURE--THEORY, MECHANISM, AND CONCEPTGillespie, Himan Aldridge, 1935- January 1968 (has links)
No description available.
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An Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw EffectsReberg, Andrew Steven January 2013 (has links)
It is well known that the formation and propagation of microcracks within concrete is anisotropic in nature, and has a degrading effect on its mechanical performance. In this thesis an anisotropic damage mechanics model is formulated for concrete which can predict the behavior of the material subjected to monotonic loading, fatigue loading, and freeze-thaw cycles. The constitutive model is formulated using the general framework of the internal variable theory of thermodynamics. Kinetic relations are used to describe the directionality of damage accumulation and the associated softening of mechanical properties. The rate independent model is then extended to cover fatigue loading cycles and freeze-thaw cycles. Two simple softening functions are used to predict the mechanical properties of concrete as the number of cyclic loads as well as freeze-thaw cycles increases. The model is compared with experimental data for fatigue and freeze-thaw performance of plain concrete. / DOT-MPC grant / Department of Civil Engineering, North Dakota State University
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PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS.Yacoub, Mohamad Toufic, 1957- January 1986 (has links)
No description available.
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Buckling behavior of reinforced concrete wall panel modelsMunoz, Arturo C January 2011 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
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