A constitutive model aimed at describing the actual behaviour of concrete under multiaxial stresses, from initial yielding up to failure, is presented. The model exhibitS closed surfaces for initial yielding and subsequent loading stages, whilst the failure surface is openended along the negative hy
✦ LIBER ✦
Failure Surface for Concrete under Multiaxial Load—a Unified Approach
✍ Scribed by Seow, Puay Eng Constance; Swaddiwudhipong, Somsak
- Book ID
- 120046443
- Publisher
- American Society of Civil Engineers
- Year
- 2005
- Tongue
- English
- Weight
- 364 KB
- Volume
- 17
- Category
- Article
- ISSN
- 0899-1561
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