Finite-Element Crash Test Simulation of New York Portable Concrete Barrier with I-Shaped Connector

Author:

Atahan Ali O.1

Affiliation:

1. Associate Professor and Head, Dept. of Civil Engineering, Mustafa Kemal Univ., Tayfur Sokmen Campus, 31040 Hatay, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. Abu-Odeh A. Y. Albin R. B. and Bullard D. L. (2002). “Finite element simulations and testing of Washington State precast concrete barrier.” Proc. 7th International LS-DYNA User’s Conference Paper No. 7-23 Dearborn Mich.

2. Abu-Odeh A. Y. Bligh R. P. and Hamilton M. H. (2003). “Analysis and design of the Texas T6 breakaway bridge railing system using finite element methodology.” TRB Paper No. 03-2219 Transportation Research Board Washington D.C.

3. Atahan A. O. (1999). “Analytical analysis of the New York DOT portable concrete barrier with I-beam connection.” Unpublished final report for CVEN 685 Directed Studies Texas A&M Univ. College Station Tex.

4. Impact analysis of a vertical flared back bridge rail-to-guardrail transition structure using simulation

5. Bligh R. P. Mak K. K. and Menges W. L. (2003). “Work zone appurtenances tested to NCHRP Report 350.” Report No. FHWA-RD-03-038 Federal Highway Administration Washington D.C.

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