版权说明 操作指南
首页 > 成果 > 详情

Determining the impact behavior of concrete beams through experimental testing and meso-scale simulation: II. Particle element simulation and comparison

认领
导出
下载 Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文
作者:
Wu, Mingxin;Zhang, Chuhan*;Chen, Zhenfu
通讯作者:
Zhang, Chuhan
作者机构:
[Wu, Mingxin; Zhang, Chuhan] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
[Chen, Zhenfu] Univ South China, Sch Urban Construct, Hengyang 421001, Peoples R China.
通讯机构:
[Zhang, Chuhan] T
Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
语种:
英文
关键词:
Drop-weight tests;Energy conversion;Fracture mode;Meso-scale particle element model;Rate effects
期刊:
Engineering Fracture Mechanics
ISSN:
0013-7944
年:
2015
卷:
135
页码:
113-125
基金类别:
Appreciation is expressed to Professors Peter A. Cundall, Jin Feng and Guo Changqing for providing valuable suggestions. Sincere thanks also to Professors Wang Jinting and Xu Yanjie for their discussions. This work was supported by the National Natural Science Foundation of China (Grant Nos. 51479098 , 51239006 and 91215301 ).
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
A complete model of the hammer-transducer-concrete beam system using meso-scale particle elements is proposed. Drop-weight tests are performed with a constant weight and varying drop heights. The numerical results are compared with those from the impact tests in Part I. The results of impact loads, deflections, and strains exhibit satisfactory agreement. The validated model is then used to predict dynamic behavior under higher loading rates. Different fracture modes are observed in the simulation. The strain-fracture energy concept is introduce...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com