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首页> 外文期刊>Journal of Constructional Steel Research >Effect of curvature and aspect ratio on shear resistance of unstiffened plates
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Effect of curvature and aspect ratio on shear resistance of unstiffened plates

机译:曲率和长宽比对未加筋板抗剪强度的影响

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摘要

In order to investigate the effects of aspect ratio, curvature, and slenderness on the shear behavior of flat and curved plates, a parametric study is conducted. The simulations were performed by ABAQUS software. Theoretical relations were used to verify the validity of the out-coming numerical results. Comparing the results obtained from the FEM analysis with those from AASHTO, it is observed that the AASHTO shear strength of plates with aspect ratios less than 1.71 is non-conservatively more than the FEM results. For instance, in a flat plate with an aspect ratio of one, the difference between these two values is close to 8%. On the contrary, as the aspect ratio increases, the values of shear strength obtained from AASHTO are less than those derived from FEM. The difference of these two values reaches up to 11% in the case of plates with larger values of curvature. This study reveals that the curvature is a parameter which severely affects the shear behavior of plates. It is suggested that for a proper estimation of the elastic shear behavior of curved plates, this parameter must be taken into account. It is also observed that decreasing the slenderness results in lower effect of the curvature on the shear strength. Unlike the elastic range, in the plastic range of slenderness parameter, the shear strength of flat and curved plates could be considered equal. (C) 2015 Elsevier Ltd. All rights reserved.
机译:为了研究纵横比,曲率和细长度对平板和弯曲板的剪切行为的影响,进行了参数研究。仿真是通过ABAQUS软件执行的。理论关系被用来验证输出数值结果的有效性。将FEM分析获得的结果与AASHTO获得的结果进行比较,可以发现纵横比小于1.71的板的AASHTO剪切强度非保守地大于FEM结果。例如,在长宽比为1的平板中,这两个值之间的差接近8%。相反,随着长宽比的增加,从AASHTO获得的剪切强度值小于从FEM获得的剪切强度值。在板的曲率值较大的情况下,这两个值的差高达11%。这项研究表明,曲率是严重影响板的剪切行为的参数。建议正确估计弯曲板的弹性剪切性能时,必须考虑该参数。还观察到,减小细长度导致曲率对剪切强度的影响较小。与弹性范围不同,在塑性参数的细长范围内,可以认为平板和弯曲板的剪切强度相等。 (C)2015 Elsevier Ltd.保留所有权利。

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