Pounding response of concrete rods with rough impacting surfaces

IF 2.1 Q2 ENGINEERING, CIVIL
V. Feldgun, D. Yankelevsky, Y. Karinski
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引用次数: 0

Abstract

This paper presents theoretical research that is supported by experimental data, aiming at investigating and explaining unexpected experimental results that were obtained on low velocity pounding response of adjacent concrete rods. The experimental results indicate inelastic response expressed by the post-impact relative velocity and coefficient of restitution that is smaller than one, although elastic response is expected. This research conjectures that the inspected response is due to the roughness of the impacting surfaces. A theoretical analytical and a following numerical investigation examined the behavior of the surface roughness represented by small size asperities in an idealized model. Analysis of the asperity behavior clarified its inelastic behavior that affects major parameters on the response. An integrated parameter has been identified, which includes major parameters of the asperity affecting the dynamic behavior and helping to relate the geometrical parameters of an asperity with the measured pounding data. It was found that asperities may explain the energy absorption during low velocity pounding. This explains the lower coefficient of restitution than expected even at low velocity pounding. An effective and simple analytical approach is developed to simulate the rods collision with an idealized surface asperity and demonstrates the role of the asperities on a realistic simulation of the experimental result.
冲击表面粗糙的混凝土棒的冲击响应
本文介绍了由实验数据支持的理论研究,旨在研究和解释相邻混凝土杆低速冲击响应的意外实验结果。实验结果表明,尽管预期是弹性响应,但冲击后的相对速度和小于 1 的恢复系数表明是非弹性响应。本研究推测,检测到的响应是由于撞击表面的粗糙度造成的。理论分析和随后的数值研究考察了理想化模型中由小尺寸表面粗糙度代表的表面粗糙度的行为。对表面粗糙度行为的分析明确了其影响响应主要参数的非弹性行为。已确定了一个综合参数,其中包括影响动态行为的表面粗糙度主要参数,并有助于将表面粗糙度的几何参数与测量的重击数据联系起来。研究发现,在低速撞击过程中,非连续面可以解释能量吸收。这也解释了为什么即使在低速冲击时,弹性模量系数也比预期的要低。我们开发了一种有效而简单的分析方法来模拟棒材与理想化表面非晶体的碰撞,并证明了非晶体在真实模拟实验结果中的作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
4.30
自引率
25.00%
发文量
48
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