Ultimate stress analysis of FRP bars in vitro
Author:
Du Jinsheng, ,Qu Daguang
Publisher
Prestress Technology
Reference11 articles.
1. [1]Au F T K, Du J S Prediction of ultimate stress in unbonded prestressed tendons[J], Magazine of Concrete Research, 200456(1): 1-11.
2. [2]Harajli M H. Effect of span-depth ratio on the ultimate steel stress in unbonded prestressed concrete members[J]. ACI Structural Journal, 1990, 87(3): 305-312.
3. [3]Pannell F N The ultimate moment of resistance of unbonded prestressed concrete beams[J]. Magazine of Concrete Research,1969,21(66): 43-54.
4. [4]Au F T K,Su R K L,Chan K H E. Full-range behavior ofpartially prestressed concrete beams with external tendons[J].Magazine of Concrete Research, 2008, 60(66): 455-467.
5. Du Jinsheng. Test of partially prestressed concrete beams with CFRP external tendons[R]. Beijing Jiao Tong University, January2007,92 pp.(in Chinese)