应力指标——箱形截面应力的完整检查系统

Dong Xu, Qinlong Jia, Haili Jiang, Y. Jin
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引用次数: 0

摘要

箱形截面在荷载作用下具有复杂的力学性能,包括箱形构件各板的面内和面外应力。传统的校核应力来源于简单的开口截面,如矩形截面、T形截面和I形截面,其特征是纤维极限处的正应力和腹板的剪应力。对于静不定截面,腹板外表面的裂缝与腹板内部的裂缝有很大的不同。这意味着腹板外表面的应力指标应与腹板内表面的应力指标不同。这些指标甚至不同于腹板中间车道的指标,后者实际上是传统的腹板剪应力指标。新开发的应力指标体系包括箱形构件每板9个应力指标。每块楼板有三层,即顶层、底层和中间层。每层有三个应力方向:纵向、横向和主应力。因此,每个板的9个应力指标将包括箱形截面板在对称和非对称荷载下的所有力学行为,包括弯曲、剪切和扭转。该应力指标体系在法医学工程中具有重要的应用价值,特别是对于缺陷桥梁。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stress Indicators - A Complete Checking System of Stresses for Box Section
The Box section has complicated mechanical behavior under loads, including in-plane and out-of-plane stresses in each slab of box components. Traditional checking stresses originated from simple open sections, such as rectangular, T and I sections, featured by normal stresses at extreme fibers and shear stress in the web. For statically indeterminate box sections, cracks found in the outside surface of the web were much different from those found inside the web. This means that the stress indicator for the outside surface of the web should be different from the stress indicator for the inside surface of the web. These indicators are even different from the indicator at the middle lane of the web, which actually is the traditional shear stress indication in the web. The newly developed stress indicator system includes nine stress indicators in each slab of the box components. Each slab has three layers, i.e., the top, bottom and middle layer. Each layer has three stress directions: longitudinal, transverse and principal. Thus, the nine stress indicators for each slab will consist of all the mechanical behavior, including bending, shear and torsion, under symmetrical and unsymmetrical loads for slabs of the box section. This stress indicator system plays an important role in forensic engineering, especially for deficient bridges.
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