落锤头类型对钢筋混凝土板动力响应的影响及理论分析

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Wu Min , Huang Yuqian , Yu Guo , Bu Lei , Jin Liu
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引用次数: 0

摘要

通常认为锤头形状对钢筋混凝土板在冲击荷载作用下的动力响应有重要影响,但很少有人对此进行详细的分析。本文主要研究了不同锤头类型(方形锤头、矩形锤头、圆柱形锤头和半球形锤头)对RC板抗冲击性能的影响。然后采用残余位移比和截面损伤率联合评价冲击荷载作用下RC板的损伤状态。最后,基于Hertz接触理论和Thornton弹塑性假设理论,推导了冲击荷载作用下RC板变形与冲击力之间的函数表达式。研究结果表明:在相同接触面积下,方形锤头的损伤范围大于圆形锤头,矩形锤头的损伤范围大于正方形锤头,且损伤范围随矩形锤头长径比的增大而增大。随着半球锤头半径的增大,最大冲击力逐渐增大,冲击力曲线形状由第三型变为第一类。与Hemisphere-R50相比,Hemisphere-R60的最大冲击力提高了33 %。对于相同接触面积的矩形、方形和圆形扁锤头,圆形锤头的峰值位移最大,且随半径的增大呈先增大后减小的趋势。此外,本文还根据接缝指标将板的损伤状态分为轻度、中度和重度损伤,可为钢筋混凝土板的性能设计提供参考。最后,通过理论公式与数值解的比较,发现钢筋混凝土板受平面锤头冲击时的最大冲击力可根据理论公式计算。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The influence of drop hammer head type on dynamic response of reinforced concrete slab and theoretical analysis
It is commonly understood that the shape of the hammer head has a significant effect on the dynamic response of reinforced concrete (RC) slabs under impact loads, but few have conducted detailed analysis on it. This article focuses on the influence of different hammer head types which include square, rectangle, cylinder and hemisphere on the impact resistance of RC slabs. Then, residual displacement ratio and section damage rate are used to jointly evaluate the damage state of RC slabs under impact load. Finally, based on Hertz contact theory and Thornton elastoplastic assumption theory, the functional expression between the deformation and impact force of RC slab is derived under impact loads. The research results indicate that under the same contact area, the damage range of squares is larger than that of circles, the damage range of rectangles are larger than that of squares, and the damage range increases with the increase of the aspect ratio of rectangles hammer head. As the radius of the hemisphere hammer head increases, the maximum impact force gradually increases, and the shape of the impact force curve changes from the third type to the first type. Compared to Hemisphere-R50, the maximum impact force of Hemisphere-R60 increases by 33 %. As for the rectangular, square and circular flat hammer heads with the same contact area, the peak displacement of the circular hammer head is the largest, and it shows a trend of first increasing and then decreasing with the increase of radius. In addition, this article classifies the damage state of the slab into mild, moderate and severe damage based on joint indicators, which can provide reference for the performance design of reinforced concrete slabs. Finally, based on the comparison of theoretical formulas and numerical solutions, it is found that the maximum impact force of reinforced concrete slab subjected to planar hammer head impact can be calculated according to the theoretical formula.
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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