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contributor authorHua
contributor authorJiang
contributor authorMi G.
contributor authorChorzepa
date accessioned2017-05-08T22:19:43Z
date available2017-05-08T22:19:43Z
date copyrightFebruary 2015
date issued2015
identifier other41216447.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77799
description abstractPhysical 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.
publisherAmerican Society of Civil Engineers
titleEvaluation of a New FRP Fender System for Bridge Pier Protection against Vessel Collision
typeJournal Paper
journal volume20
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000658
treeJournal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 002
contenttypeFulltext


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