High Strain Rate Splitting Tensile Tests of Concrete and Numerical Simulation by Mesoscale Particle Elements-Reference-Cited by-同舟云学术

High Strain Rate Splitting Tensile Tests of Concrete and Numerical Simulation by Mesoscale Particle Elements

Published:2014-01 Issue:1 Volume:26 Page:71-82
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wu Mingxin¹,Qin Chuan²,Zhang Chuhan³

Affiliation:

1. Research Assistant, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

2. Engineer, Tianjin Binhai New Area Construction and Investment Group Co., Tianjin 300457, China; formerly, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

3. Professor and Academician, Chinese Academy of Sciences, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000776

Reference33 articles.

1. A generalized rigid particle contact model for fracture analysis

2. Aggregate shape influence on the fracture behaviour of concrete

3. Concrete fracture models: testing and practice

4. Crack band theory for fracture of concrete

5. Random Particle Model for Fracture of Aggregate or Fiber Composites

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