Failure Surface for Concrete under Multiaxial Load—a Unified Approach-Reference-Cited by-同舟云学术

Failure Surface for Concrete under Multiaxial Load—a Unified Approach

Published:2005-04 Issue:2 Volume:17 Page:219-228
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Seow Puay Eng Constance¹²,Swaddiwudhipong Somsak¹²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

2. Associate Professor and Deputy Head (Academic), Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

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%290899-1561%282005%2917%3A2%28219%29

Reference29 articles.

1. Complete Triaxial Stress-Strain Curves of High-Strength Concrete

2. Behavior of steel fiber reinforced concrete in multiaxial loading;Chern J. C.;ACI Mater. J.,1992

3. Hobbs D. W. (1970). “Strength and deformation properties of plain concrete subjected to combined stress. Part 1: Strength results obtained on one concrete.” Technical Rep. 42 Cement and Concrete Association London 451 1–12.

4. Confinement effects on high-strength concrete;Hong M.;ACI Struct. J.,2001

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