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Analysis and Structural Benefits of High Performance Concrete for Pretensioned Bridge Girders

机译:预应力桥梁大梁高性能混凝土的分析与结构效益

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摘要

The maximum lengths for simple - span pretensioned composite girders were investigated analytically using concrete strengths varying from 6 to 15 ksi (41 to 103 Mpa), and prestressing strands of 0.5 in., 0.5 in. Modified, and 0.6 in. (12.7, 12.7 and 15.2 mm) diameter. Both AASHTO and NU (developed by the University of Nebraska) sections were investigated. Girder spacings were varied From 5 to 11 ft (1.5 to 3.4 m).
机译:通过使用6到15 ksi(41到103 Mpa)的混凝土强度以及0.5英寸,0.5英寸改良和0.6英寸(12.7,12.7)的混凝土强度,分析了简单跨度预应力复合梁的最大长度。和15.2毫米)的直径。对AASHTO和NU(由内布拉斯加大学开发)部门进行了调查。大梁间距从5到11英尺(1.5到3.4 m)不等。

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