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UPPC Failure Criteria in Tri-Axial Compression by Zulmahdi Darwis is a document available to read on EtoBox.
This study investigates the mechanical properties of unsaturated polyester polymer concrete (UPPC) under true tri-axial compression, revealing that peak stress increases initially with stress ratio before decreasing, while peak strain decreases. The primary failure modes identified include single-shear, double-shear, and plate-type failures, with the proposed constitutive model effectively predicting UPPC
- Author
- Zulmahdi Darwis
- Language
- EN