Experimental Investigation of the Shear Behavior of Slender Continuous Steel–Concrete Composite Girders in Hogging Moment

Author:

Men Pengfei1,Di Jin2,Qin Fengjiang3,Su Yi1

Affiliation:

1. Postdoctoral Fellow, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

2. Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China; Adjunct Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

3. Associate Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. Tension-field action in composite plate girders;Allison R. W.;Proc. Inst. Civ. Eng.,1982

3. Experiments on continuous composite beams;Ansourian P.;Proc. Inst. Civ. Eng.,1982

4. Steel–concrete composite plate girders subject to combined shear and bending

5. Finite-Element Analysis of Steel–Concrete Composite Plate Girder

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