High-Performance Concrete under Biaxial and Triaxial Loads-Reference-Cited by-同舟云学术

High-Performance Concrete under Biaxial and Triaxial Loads

Published:2009-11 Issue:11 Volume:135 Page:1274-1280
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hampel T.¹²²²³,Speck K.¹²²²³,Scheerer S.¹²²²³,Ritter R.¹²²²³,Curbach M.¹²²²³

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Technische Universität Dresden, George-Bähr-Str. 1, 01062 Dresden, Germany (corresponding author).

2. Research Associate, Dept. of Civil Engineering, Technische Universität Dresden, George-Bähr-Str. 1, 01062 Dresden, Germany.

3. Full Professor, Dept. of Civil Engineering, Technische Universität Dresden, George-Bähr-Str. 1, 01062 Dresden, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282009%29135%3A11%281274%29

Reference14 articles.

1. CEB156 Comité Euro-International du Béton. (1983). “Concrete under multiaxial states of stress: Constitutive equations for practical design.” Paris and Lausanne.

2. Chen R. L. (1984). “Behavior of high-strength concrete in biaxial compression.” Ph.D. thesis Univ. of Texas Austin Tex.

3. Dahl K. K. B. (1992). “Constitutive model for normal and high strength concrete.” Rep. Prepared for Department of Structural Engineering Technical Univ. Denmark Lyngby Denmark.

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