五十年发展:钢结构混合桥梁建设

R. Trepal
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引用次数: 1

摘要

桥梁的混合结构在过去的50年里得到了发展,从20年代的复合混凝土桥面桥开始,发展到预应力和预应力混合梁,现在包括正交各向异性梁桥。组合梁的受力过程主要通过剪力连接件的演变来描述。混合梁起源于预应力梁,发展为自应力混合梁。现代混合梁与普通梁差别不大;然而,它的存在代表了推动钢桥建设经济的真正进步。正交各向异性梁桥是由于工业需要发展材料最大经济的桥梁而产生的。这种结构可能是桥梁建设中最新的全新理念。该桥的路面质量非常重要,磨损面也有了较大的提高。/土木/
本文章由计算机程序翻译,如有差异,请以英文原文为准。
FIFTY-YEAR DEVELOPMENT: CONSTRUCTION OF STEEL HYBRID BRIDGES
Hybrid construction of bridges has developed over the past 50 yr, beginning with composite concrete deck bridges during the twenties, progressing through prestressed and autostressed hybrid girders, and now including orthotropic girder bridges. The progress of the composite girder is traced primarily through the evolution of the shear connector. The hybrid girder originated with prestressed girders and developed into the autostressed hybrid girder. The modern hybrid girder is little different from a normal girder; however, its presence represents a true advancement in furthering the economy of steel bridge construction. The orthotropic girder bridge was brought about by the industry's need to develop bridges with maximum economy of material. This type of structure is perhaps the most recent totally new idea in bridge construction. The roadway quality is of great importance to this bridge and the wear surface has advanced considerably. /ASCE/
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