Deformation Gradient-Based Remedy for Mesh Objective Three-Dimensional Interlocking Mechanism-Reference-Cited by-同舟云学术

Deformation Gradient-Based Remedy for Mesh Objective Three-Dimensional Interlocking Mechanism

Published:2018-01 Issue:1 Volume:144 Page:04017153
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Cho In Ho¹

Affiliation:

1. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001369

Reference28 articles.

1. Cyclic Response of Reinforced Concrete Walls with Different Anchorage Details: Experimental Investigation

2. Rough cracks in reinforced concrete;Bažant Z. P.;J. Struct. Div.,1980

3. Crack band theory for fracture of concrete;Bažant Z. P.;Mater. Struct.,1983

4. Briseghella L. and Gori R. (1984). “Aggregate interlock cyclic response of R.C. critical section.” Proc. 8th World Conf. on Earthquake Engineering Prentice-Hall Englewood Cliffs NJ.

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