复合浇筑式沥青钢桥面铺装层力学计算

朱华平,李国芬,曹牧,王宏畅

中国工程科学 ›› 2013, Vol. 15 ›› Issue (8) : 60 -62.

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中国工程科学 ›› 2013, Vol. 15 ›› Issue (8) : 60 -62.

复合浇筑式沥青钢桥面铺装层力学计算

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Mechanical study of steel bridge deck pavement with composite guss asphalt materials

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摘要

钢桥面铺装的病害在大跨径桥梁上仍然很常见,钢桥面铺装已经成为制约大跨径桥梁发展的一个难题。本文采用有限元法对复合浇筑式沥青铺装层进行受力分析,将正交异性钢桥面板、铺装层作为整体,建立有限元模型,研究铺装层在行车荷载作用下的应力、应变规律。

Abstract

At present, the diseases of steel bridge deck pavement in long-span bridge are still very common, and steel bridge deck pavement has become a difficult problem of long-span bridge development. The stress analysis of compound casting type asphalt pavement was made using the finite element method. Taking the orthotropic steel deck and the pavement as a whole, a finite element model was established which can be used to study the stress and strain features of the surfacing layer.

关键词

道路工程 / 钢箱梁 / 有限元模型 / 应力、应变特性 / 动力响应

Key words

highway engineering / steel box girder / finite element model / stress and strain property / dynamic response

Author summay

李国芬(1965—),女,江苏张家港市人,教授,主要研究方向为大跨径钢桥面铺装设计与施工研究

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朱华平,李国芬,曹牧,王宏畅 复合浇筑式沥青钢桥面铺装层力学计算[J]. 中国工程科学, 2013, 15(8): 60-62 DOI:

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