Mesoscopic Insight into the Damage Mechanism for the Static Preload Effect on Dynamic Tensile Strength of Concrete-Reference-Cited by-同舟云学术

Mesoscopic Insight into the Damage Mechanism for the Static Preload Effect on Dynamic Tensile Strength of Concrete

Published:2019-02 Issue:2 Volume:31 Page:04018380
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ma Huaifa¹,Xu Wenxiang²,Zhou Jikai³,Chen Houqun⁴

Affiliation:

1. Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100048, China.

2. Professor, College of Mechanics and Materials, Hohai Univ., Nanjing 211100, China (corresponding author).

3. Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

4. Professor, Earthquake Engineering Research Center, China Institute of Water Resources and Hydropower Research, Beijing 100048, China.

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.1943-5533.0002602

Reference44 articles.

1. A generalized 2D non-local lattice spring model for fracture simulation

2. Effect of prestatic loading on dynamic tensile strength of concrete under high strain rates;Chen X. D.;J. Mater. Civ. Eng.,2015

3. Strain-Rate-Sensitive Constitutive Law for Concrete

4. Flexural behavior of preloaded reinforced concrete beams strengthened by prestressed CFRP laminates

5. Relaxation Behavior of Concrete under Sustained Uniaxial Compressive Deformation

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