钢筋混凝土板在冲击作用下的非线性分析

IF 1 4区工程技术 Q4 ENGINEERING, CIVIL

Gradevinar Pub Date : 2017-07-01 DOI:10.14256/JCE.1557.2016

S. Lakušić

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引用次数: 14

摘要

大多数现有结构的设计只能承受静荷载。各种研究表明，在设计阶段还应考虑影响构件的突发荷载。许多建筑物的表面都覆盖着混凝土板构件，这些构件承受着突如其来的荷载，如意外坠落、岩石坠落或军事袭击。本文采用Abaqus软件对钢筋混凝土板进行了非线性分析。冲击参数，如加速度、速度、位移、冲击力和能量容量，都是为每块板确定的。

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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Non-linear analysis of reinforced concrete slabs under impact effect

Most of the existing structures are designed to resist static loads only. Various researchers indicate that sudden loads affecting structural members should also be considered in the design phase. Surfaces of many structures are covered with concrete slab members that are under the effect of sudden loads such as accidental drops, rock falls, or military attacks. A non-linear analysis of RC slabs is performed in this study using the Abaqus software. Impact parameters such as accelerations, velocities, displacements, impact forces, and energy capacities, are determined for each slab.

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来源期刊

Gradevinar ENGINEERING, CIVIL-

CiteScore

1.70

自引率

18.20%

发文量

审稿时长

6-12 weeks

期刊介绍： Information not localized