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I-girders with unstiffened slender webs subjected by bending and shear interaction

机译:承受弯曲和剪切作用的细长腹板的工字梁

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摘要

Longitudinally unstiffened steel I-girders are commonly used structural elements in the engineering practice. Previous research results proved that the current design method of the EN1993-1-5 EN 1993-1-5 (2005) for M-V interaction check is not always on the safe side for longitudinally stiffened girders, however a systematic review of the M-V interaction behaviour for unstiffened girders was missing from the international literature. The aim of the current paper is to analyze the M-V interaction behaviour of longitudinally unstiffened I-girders with slender webs and to determine the applicability interval of the M-V interaction resistance model of the current EN1993-1-5 EN 1993-1-5 (2005). Based on the executed numerical investigation a refined M-V interaction equation is proposed to ensure safe design in the whole analyzed parameter range. (C) 2017 Elsevier Ltd. All rights reserved.
机译:纵向未加筋的工字钢是工程实践中常用的结构构件。先前的研究结果证明,EN1993-1-5 EN 1993-1-5(2005)的当前设计方法对中压相互作用的大梁并不总是安全的,而是对中压相互作用的系统评价。因为国际文献中缺少未加筋的大梁。本文的目的是分析具有细长腹板的纵向未加力工字梁的MV相互作用行为,并确定当前EN1993-1-5 EN 1993-1-5(2005 )。在进行的数值研究的基础上,提出了改进的M-V相互作用方程,以确保在整个分析参数范围内进行安全设计。 (C)2017 Elsevier Ltd.保留所有权利。

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