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- W1567008297 abstract "The negative bending moment near the intermediate supports of continuous composite girder bridges induces tensile stresses in the concrete deck. Although relatively high ratio of reinforcement is present in these regions, tensile cracks are repeatedly reported. The tensile cracks rapidly deteriorate the concrete deck, giving rise to frequent need for maintenance work. Also due to the tensile stresses, the concrete deck sections at the negative bending moment regions are ignored in the design process and this kind of design concept is a huge drawback regarding effective use of materials. Prestressing methods are usually utilized in this kind of situation for the concrete structures, but no effective and feasible method has yet been proposed for steel-concrete composite structures. In this study, a new type of prestressing method entitled TPSM (Thermal Prestressing Method) is proposed for innovative construction of continuous composite girder bridges. Basic concepts of the TPSM, methodologies for computation of the TPSM effect, and life-cycle cost analysis results are presented in this study." @default.
- W1567008297 created "2016-06-24" @default.
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- W1567008297 date "2007-06-01" @default.
- W1567008297 modified "2023-09-23" @default.
- W1567008297 title "Development of Thermal Prestressing Method for Improvement of Continuous Composite Girder Bridges" @default.
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