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Analysis of epoxy bonded composite beamsGeiger, Gerald Albert, 1941- January 1965 (has links)
No description available.
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The use of epoxy resin compounds as a shear connector in composite beam constructionAnkeny, Robert Allen, 1942- January 1966 (has links)
No description available.
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Damage states in laminated composite three-point bend specimens -an experimental/analytical correlation study /Starbuck, J. Michael, January 1990 (has links)
Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Includes bibliographical references (leaves 217-219). Also available via the Internet.
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Behavior of composite semi-rigid beam-to-girder connections /Rex, Clinton O. January 1994 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaves 241-245). Also available via the Internet.
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Progress and challenges in non-linear constitutive modeling for composite materialsBooth, Eric Jason. January 2007 (has links) (PDF)
Professional paper (M.S.)--Montana State University--Bozeman, 2007. / Typescript. Chairperson, Graduate Committee: Douglas S. Cairns. Includes bibliographical references (leaf 22).
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Finite element analysis of geodesically stiffened cylindrical composite shells using a layerwise theory /Gerhard, Craig Steven, January 1994 (has links)
Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaves 241-254). Also available via the Internet.
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A parameter study of cost versus material and serviceability variables in unshored non-composite and composite floor systems /Tschetter, Steven James, January 1994 (has links)
Report (M. Engr.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaf 26). Also available via the Internet.
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Beam shear connections to HSS composite columnsLeBlanc, David N. January 1985 (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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A preliminary study of the use of epoxy resin adhesives for joining concrete to steel in composite constructionSeverud, Laverne Kenneth, 1938- January 1960 (has links)
No description available.
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