Experimental and numerical study on honeycomb T-beam bridge deck

Author:

Wei Biao,Yue NengdaORCID,Yu Peng,Zhou Shuai,Jiang Lizhong

Funder

Science Fund for Distinguished Young Scholars of Hunan Province

Central South University

Hunan Provincial Natural Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference38 articles.

1. Effect of intermediate diaphragms on decked bulb-tee bridge system for accelerated;Li;Construction,2010

2. Theoretical and computational simulation of the effect of the number of intermediate diaphragms on the live load distribution factors and structural response of a precast girder bridge;Benítez;Lat. Am. J. Solids Struct.,2022

3. C.S. Cai, M. Araujo, A. Chandolu, R.R. Avent, W. Alaywan, Diaphragm Effects of Prestressed Concrete Girder Bridges: Review and Discussion, (2007). https://www.nstl.gov.cn/paper_detail.html?id=260134126d6498537bc1117a6dd60d90 (accessed March 22, 2024).

4. Single-lane live load distribution factor for decked precast;Millam;Prestressed Concrete Girder Bridges,2005

5. Z. (John) Ma, S. Chaudhury, J.L. Millam, J.L. Hulsey, Field Test and 3D FE Modeling of Decked Bulb-Tee Bridges, J. Bridge Eng. 12 (2007) 306–314. 10.1061/(ASCE)1084-0702(2007)12:3(306).

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