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Structural Characteristics of Steel-Concrete Composite Plate Girder with Arch-Type Web Stiffener

아치형 복부판 보강재가 설치된 플레이트거더 강합성교의 구조적 거동특성

  • Received : 2015.10.05
  • Accepted : 2015.10.30
  • Published : 2015.12.31

Abstract

In this paper, we present the result of analytical investigation pertaining to the structural behavior of steel-concrete composite plate girder with arch-type web stiffener. In the arch-type web stiffener located in the compression side of web, infill concrete is cast to strengthen the arch-type stiffener and also to exert resisting force against compression force. This type of composite steel-concrete plate girder bridge is built and is in service. To understand the behavior thoroughly, analytical parametric study was conducted by using the finite element method. As a result it was found that the effect of arch-type stiffener with infill concrete is considerable for the design of such type composite girder bridge.

Keywords

steel-concrete composite;finite element analysis;arching effect

References

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Cited by

  1. Flexural Performance Evaluation of Hybrid Concrete Filled Fiber Reinforced Polymer Plastic (FRP) Tube Connection vol.730, pp.1662-9795, 2017, https://doi.org/10.4028/www.scientific.net/KEM.730.347

Acknowledgement

Supported by : 홍익대학교