Extending a previous method for calculating shrinkage stresses, loading-unloading conditions governing a nonlinear stress-strain behaviour of concrete in tension are presented. The strain-softening part (falling branch) is included in the model. The proposed method is demonstrated by fitting shrinka
โฆ LIBER โฆ
Creep damage analysis and its application to nonlinear creep of reinforced concrete beam
โ Scribed by Zhaoxia Li; Jicheng Qian
- Publisher
- Elsevier Science
- Year
- 1989
- Tongue
- English
- Weight
- 808 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0013-7944
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