## Abstract Stress–strain relation, stress‐block parameters, and length effect of polymer concrete flexural compression members were experimentally investigated. For these purposes, a series of C‐shaped polymer concrete specimens subjected to a flexural compressive load were tested. On the basis of
✦ LIBER ✦
Modeling the compressive stress–strain response of polymeric foams
✍ Scribed by G. Spathis; E. Kontou
- Publisher
- John Wiley and Sons
- Year
- 2011
- Tongue
- English
- Weight
- 446 KB
- Volume
- 121
- Category
- Article
- ISSN
- 0021-8995
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