Performance of soft-hard-soft （SHS） cement based composite subjected to blast loading with consideration of interface properties

作     者：Jun WU Xuemei LIU 

作者机构：College of Urban Railway Transportation Shanghai University of Engineering Science Shanghai 201620 China Department of Civil and Environmental Engineering National University of Singapore Singapore 119077 Singapore School of Civil Engineering and Built Environment Queensland University of Technology Brisbane QLD 4072 Australia 

出 版 物：《Frontiers of Structural and Civil Engineering》 (结构与土木工程前沿（英文版）)

年 卷 期：2015年第9卷第3期

页      面：323-340页

核心收录：

学科分类：1305[艺术学-设计学（可授艺术学、工学学位）] 08[工学] 080104[工学-工程力学] 0805[工学-材料科学与工程（可授工学、理学学位）] 0813[工学-建筑学] 0814[工学-土木工程] 0801[工学-力学（可授工学、理学学位）] 

基　　金：the Defence Science and Technology Agency (DSTA) sponsored by the Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry of China Youth Teacher Training Scheme from Shanghai Education Committee foundation from Shanghai University of Engineering Science 

主　　题：high strength concrete （SHS） engineered cementitious composite interface blast test strain rate effect 

摘      要：This paper presents a combined experimental and numerical study on the damage and performance of a soft-hard-soft （SHS） multi-layer cement based composite subjected to blast loading which can be used for protective structures and infrastructures to resist extreme loadings, and the composite consists of three layers of construction materials including asphalt concrete （AC） on the top, high strength concrete （HSC） in the middle, and engineered cementitious composites （ECC） at the bottom. To better characterize the material properties under dynamic loading, interface properties of the composite were investigated through direct shear test and also used to validate the interface model. Strain rate effects of the asphalt concrete were also studied and both compressive and tensile dynamic increase factor （DIF） curves were improved based on split Hopkinson pressure bar （SHPB） test. A full-scale field blast test investigated the blast behavior of the composite materials. The numerical model was established by taking into account the strain rate effect of all concrete materials. Furthermore, the interface properties were also considered into the model. The numerical simulation using nonlinear finite element Both the numerical and field blast test indicated that the software LS-DYNA agrees closely with the experimental data SHS composite exhibited high resistance against blast loading