Finite-Element Modeling and Analysis of Reinforced Concrete Box Culverts-Reference-Cited by-同舟云学术

Finite-Element Modeling and Analysis of Reinforced Concrete Box Culverts

Published:2009-03 Issue:3 Volume:135 Page:121-128
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Garg Anil K.¹²,Abolmaali Ali¹²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Texas at Arlington, Arlington TX 76019.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Texas at Arlington, Arlington TX 76019 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282009%29135%3A3%28121%29

Reference10 articles.

1. ABAQUS. (2006). ABAQUS manual Version 6.6 Pawtucket R.I.

2. Abolmaali A. and Garg A. K. (2006). “Failure mode for precast concrete box culverts subjected to wheel live load.” Proc. Transportation Research Board 86th Annual Meeting (CD-ROM) Transportation Research Board Washington D.C.

3. Effect of Wheel Live Load on Shear Behavior of Precast Reinforced Concrete Box Culverts

4. Shear Behavior and Mode of Failure for ASTM C1433 Precast Box Culverts

5. ASTM. (2003). “Standard specification for precast reinforced concrete box sections for culverts storm drains and sewers.” C1433-03 West Conshohocken Pa.

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