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冲击荷载作用下混凝土动态力学性能研究

程思悟 代兴先 冯凯 齐子怡 张泽

河北水利电力学院学报2024,Vol.34Issue(1):22-28,7.
河北水利电力学院学报2024,Vol.34Issue(1):22-28,7.DOI:10.16046/j.cnki.issn2096-5680.2024.01.004

冲击荷载作用下混凝土动态力学性能研究

Study on Dynamic Mechanical Properties of Concrete under Impact Load

程思悟 1代兴先 1冯凯 1齐子怡 2张泽2

作者信息

  • 1. 河北建筑工程学院 土木工程学院,河北省张家口市桥东区朝阳西大街13号 075000||河北省土木工程诊断、改造与抗灾重点实验室,河北省张家口市桥东区朝阳西大街13号 075000
  • 2. 河北水利电力学院 交通工程系,河北省沧州市黄河西路49号 061001
  • 折叠

摘要

Abstract

In order to investigate the dynamic mechanical properties of concrete under impact load,fi-nite element analysis software was used to simulate the SHPB tests of C30,C40 and C60 concrete under different impact velocities.The stress-strain curves and energy time-history curves at different velocities were obtained by numerical simulation,and the crushing process of the specimen was analyzed.The re-sults show that the peak stress of C40 concrete and C60 concrete is 20.8%and 31.6%higher than that of C30 concrete,respectively.Improving the strength grade of concrete can improve the impact resistance of concrete structure.When the impact velocity is 10m/s and 15m/s,the strain rate of concrete is 3.2 and 4.7 times that of 5m/s,respectively,indicating that concrete is a strain rate-sensitive material.The ener-gy time history curve is generally divided into three stages:the initial stable stage,the mid-term growth stage,and the final stable stage.Under impact load,concrete breaks from the edge from outside to inside first,and splits inside.

关键词

数值模拟/能量/混凝土

Key words

numerical simulation/energy/concrete

分类

建筑与水利

引用本文复制引用

程思悟,代兴先,冯凯,齐子怡,张泽..冲击荷载作用下混凝土动态力学性能研究[J].河北水利电力学院学报,2024,34(1):22-28,7.

基金项目

河北建筑工程学院研究生创新基金项目(XY202207) (XY202207)

河北建筑工程学院研究生创新基金项目(XY2023041) (XY2023041)

河北水利电力学院学报

2096-5680

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