Behavior of Concrete under Multiaxial Stress States-Reference-Cited by-同舟云学术

Behavior of Concrete under Multiaxial Stress States

Published:1980-12 Issue:6 Volume:106 Page:1383-1403
ISSN:0044-7951
Container-title:Journal of the Engineering Mechanics Division
language:en
Short-container-title:J. Engrg. Mech. Div.

Author:

Gerstle Kurt Berlin¹,Zimmerman Roger M.²,Winkler Helmut³,Traina Leonard A.²,Taylor Michael A.⁴,Schickert Gerald⁵,Rossi Pio⁶,Newman John B.⁷,Linse Diethelm⁸,Ko Hon-Yim⁹,Kotsovos Michael D.⁷,Bertacchi Paolo⁶,Bellotti Roberto⁶,Aschl Helmut¹⁰

Affiliation:

1. Prof., Dept. of Civ., Environmental and Architectural Engrg., Univ. of Colorado, Boulder, Colo.

2. Dept. of Civ. Engrg., New Mexico State Univ., Las Cruces, N.M.

3. Bundesanstalt fuer Materialpruefung, Berlin. Germany

4. Dept. of Civ. Engrg., Univ. of California, Davis, Calif.

5. Bundesanstalt fuer Materialpruefung, Berlin, Germany

6. Ente Nazionale per l'Energia Eletrica, Milan, Italy

7. Dept. of Civ. Engrg., Imperial College, London, England

8. Ingenieuerbuero, Dr. Kupfer, Munich, Germany; formerly, Technical Univ., Munich, Germany

9. Dept. of Civ., Environmental and Architectural Engrg., Univ. of Colorado, Boulder, Colo.

10. ASCHLCONSULT, Munich, Germany; formerly, Technical Univ., Munich, Germany

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,General Engineering,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/JMCEA3.0002671

Cited by 42 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The Effect of Different Parameters on the Mechanical Properties of Two- Stage Concrete under Triaxial Compression;2024-06-18

2. The microlayer model: A novel analytical homogenisation scheme for materials with rigid particles and deformable matrix - applied to simulate concrete;Computers & Structures;2024-03

3. Analyzing cyclic loading behavior of concrete structures: A peridynamic approach with softening models and validation;Theoretical and Applied Fracture Mechanics;2023-12

4. A novel three-dimensional modified Griffith failure criterion for concrete;Engineering Fracture Mechanics;2023-05

5. A novel dynamic constitutive model for UHPC under projectile impact;Engineering Structures;2023-04