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A theoretical investigation of the elastic-plastic behavior of prismatic-shaped bodies subjected to flexural force systems for the purpose of interpreting low-cycle fatigue data /Cheng, Kwo Chang January 1960 (has links)
No description available.
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Torsional stiffness of non-uniformly heated cantilever plates for any aspect ratio and initial twist /Breuer, Delmar Wallace January 1961 (has links)
No description available.
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An investigation of the variation of internal hysteretic damping in metals as a function of stress state and spatial stress distribution /Foster, Truman Gray January 1961 (has links)
No description available.
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Some problems of localized crack closure due to nearby concentrated loads /Whang, Kyunghyun January 1987 (has links)
No description available.
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An investigation of stresses in glass bottles under internal hydrostatic pressure /Teague, Jo Morgan January 1953 (has links)
No description available.
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A study of the three-dimensional stress functions of elasticity with particular application to the rectangular beam /Leissa, Arthur W. January 1958 (has links)
No description available.
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Analysis of stresses and displacements in semi-infinite viscoelastic media /Ku, Bee January 1965 (has links)
No description available.
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A theoretical investigation of stress distribution for a strip load placed at different depths in an elastic half space /Rahim, K. Syed Abdur January 1965 (has links)
No description available.
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Measurement of applied stresses using the polarization of Rayleigh surface wavesJunge, Michael Dominic Alexander 01 December 2003 (has links)
No description available.
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Finite element analysis of continuous prestressed composite girdersTong, Wenxia, 1958- January 1990 (has links)
Prestressing a steel girder reduces the required structural steel weight, limits tension stresses in the section, increases the ultimate strength, and increases the fatigue resistance. The technique of prestressing with tendons can be used for strengthening of existing bridges as well as for construction of new bridges. This thesis presents an analytical study of the behavior of simply-supported and continuous prestressed composite girders and describes the benefits of prestressing steel in composite construction. Analytical models are developed and used as a basis for a computer program that calculates the stresses and displacements in the cables and the girder at discrete number of nodes along the length of the girder. The effects of design variables such as prestress force, tendon profile, eccentricity and tendon length are studied. The results indicate that prestressing is an effective means of increasing the load carrying capacity of simple-span as well as continuous composite girders.
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