Numerical investigation of the dynamic increase factor of ultra-high performance concrete based on SHPB technology

Author:

Ren Liang,Yu Xianming,Guo Zhongzhao,Xiao Linfa

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Dynamic behavior of microcapsule-based self-healing concrete subjected to impact loading;Huang;Constr. Build. Mater.,2021

2. Design and behavior of super-long span cable-stayed bridge with CFRP cables and UHPC members;Ren;Compos. Part B-Eng.,2019

3. Assessing the effectiveness of UHPFRC;Zhong;FRHSC and ECC against high velocity projectile impact, Cement Concrete Comp.,2021

4. A parametric study on the high-velocity impact resistance of UHPC using the modified K&C model;Zhang;J. Build. Eng.,2021

5. Experimental impact analysis on ultra-high performance concrete (UHPC) for achieving stress equilibrium (SE) and constant strain rate (CSR) in Split Hopkinson pressure bar (SHPB) using pulse shaping technique;Hassan;Constr. Build. Mater.,2017

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