Evaluation of a New FRP Fender System for Bridge Pier Protection against Vessel Collision

被引:49
作者
Jiang, Hua [1 ]
Chorzepa, Mi G. [1 ]
机构
[1] Univ Georgia, Coll Engn, Athens, GA 30602 USA
基金
美国国家科学基金会;
关键词
Vessel collision; Bridge pier; Fender system; Fiber-reinforced plastic (FRP) composite; LS-DYNA;
D O I
10.1061/(ASCE)BE.1943-5592.0000658
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Physical protection systems typically are used to reduce vessel impact loads to nondestructive levels or redirect vessels away from bridge piers. An efficient physical protection system is critical for the safe operation of bridges and vessels. A new fender system, referred to as a floating fiber-reinforced plastic (FRP), can meet the design needs to protect both bridge piers and vessels. In addition, the floating FRP fender system, which is composed of FRP box modules filled with rows of FRP tubes, offers high-performance energy dissipation capabilities, modular construction, and easy replacement benefits. This paper focuses on a performance evaluation of this new fender system, used in a prestressed concrete bridge, by using a nonlinear explicit dynamic finite-element analysis program. The study included a vessel collision analysis with material properties calibrated by experimental data. The authors concluded that this new fender system has excellent energy-absorbing capabilities, significantly reduces collision forces, and increases collision duration imposed on the bridge pier and colliding vessel. Therefore, the new protection system is worthy of consideration for locations where a vessel-bridge collision is a concern. (C) 2014 American Society of Civil Engineers.
引用
收藏
页数:12
相关论文
共 24 条
[1]  
[Anonymous], LS DYNA 971
[2]  
[Anonymous], 1998, LS DYNA THEORETICAL
[3]  
[Anonymous], RADIOSS 12 0
[4]  
[Anonymous], 2010, LS DYNA KEYW US MAN
[5]  
[Anonymous], 2009, GUIDE SPECIFICATION
[6]  
AQSIQ and SAC (General Administration of Quality Supervision Inspection and Quarantine/Standardization Administration of the People's Republic of China), 2005, 14492005 AQSIQ SAC G
[7]  
ASTM, 2010, D69510 ASTM
[8]  
Brown A. J., 2002, 1400 SSC VIRG TECH
[9]  
Chen W.F., 1982, Plasticity in Reinforced Concrete
[10]  
Cowper G., 1957, 28 BROWN U