Analytical Model for Deck-On-Girder Composite Beam System with Partial Composite Action-Reference-Cited by-同舟云学术

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Analytical Model for Deck-On-Girder Composite Beam System with Partial Composite Action

Published:2016-02 Issue:2 Volume:142 Page:04015087
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chen An¹,Yossef Mostafa²

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental, and Construction Engineering, Iowa State Univ., Ames, IA 50011 (corresponding author).

2. Ph.D. Student, Dept. of Civil, Environmental, and Construction Engineering, Iowa State Univ., Ames, IA 50011.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000991

Reference22 articles.

1. AASHTO. (2014). AASHTO LRFD bridge design specifications Washington DC.

2. ABAQUS 6.12.2 [Computer software]. Waltham MA Dassault Systems.

3. Design Equations and Example for FRP Deck–Steel Girder Bridge System

4. Finite strip evaluation of effective flange width of bridge girders

5. Effective Flange Width Definition for Steel–Concrete Composite Bridge Girder

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2. Analytical study on sandwich shells considering partial degree of composite action;Mechanics of Advanced Materials and Structures;2023-02-16

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