硬化角支撑混凝土板的抗冲击性

IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Finite Elements in Analysis and Design Pub Date : 2024-07-15 DOI:10.1016/j.finel.2024.104211
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引用次数: 0

摘要

使用 Instron 冲击试验机对典型的角支撑裸板和粘结聚膜硬化混凝土板的行为进行了实验研究,并使用两个著名的混凝土现象模型对其进行了数值评估。在使用之前,对模型进行了严格的评估,并进行了必要的修改。通过实验数据验证后,选择了两个模型中较好的一个,并对光板以及仅在板的背面和两面粘接聚膜钢筋的光板的抗冲击性能进行了一系列模拟,随着冲击能量的增大,研究了在逐渐增大的冲击能量下的性能,以评估不同硬化方案的相对有效性。在这项研究的基础上,确定了所提出的基于粘接聚薄膜的硬化方案的有效性。
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Impact resistance of hardened corner supported concrete plates

The behavior of typical corner supported bare and bonded poly-film hardened concrete plates are investigated experimentally using an Instron impact testing machine and evaluated numerically using two well-known phenomenological models of concrete. Before use, the models are critically evaluated and necessary modifications are incorporated. After validation with experimental data the better of the two models was selected and a series of simulations on the impact resistance of bare as well as the ones with bonded poly-film reinforcement to back face only as well as to both faces of the plate are undertaken with increasing magnitudes of impact energy to study the performance under progressively severe impact energy to evaluate the relative effectiveness of different options of the hardening scheme. Based on this study, the effectiveness of the proposed bonded poly-film based hardening scheme is established.

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来源期刊
CiteScore
4.80
自引率
3.20%
发文量
92
审稿时长
27 days
期刊介绍: The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.
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