Research on HGV Collisions with Concrete Bridge Piers

Author:

Wee Teo1,Yin Hor1,Maharun Mui’nuddin1,Saravanan Karuppanan1,Liew M. Shahir1,Salleh A. Rahman2,Wong T.C.

Affiliation:

1. Universiti Teknologi PETRONAS

2. JKR

Abstract

Bridge piers are highly vulnerable to accidental collision with heavy truck vehicles. Current design and assessment codes account the effect of vehicle collision by means of an equivalent static load. This methodology although is simple but have raised many concerns on their suitability to reflect the exact collision condition, which is highly dynamic. Therefore many existing bridge piers are in great danger of malicious impact. Recently, a research collaboration is initiated between JKR and UTP to investigate the impact vulnerability of RC bridge piers when subjected to HGV truck collisions. The work involves using nonlinear finite element (FE) simulation to conduct complex vehicle-pier impact scenarios. This paper is intended to present the general outlook plan of this project with emphasis focused on the consideration of FE models used for HGV trucks and concrete bridge piers.

Publisher

Trans Tech Publications, Ltd.

Reference15 articles.

1. S. M. Idris, Z. Ismail, Appraisal of Concrete Bridges: Some Local Examples, Jurutera, July 2007, pp.36-41.

2. BS EN 1991-1-7: 2006, Eurocode 1: Actions on structures – Part 1-7: General actions – Accidental actions, European Committee for Standardization, July (2006).

3. BS EN 1991-2: 2003, Eurocode 1: Actions on structures – Part 2: Traffic loads on bridges, European Committee for Standardization, Sept (2003).

4. BD 60/04, The Design of Highway Bridges for Vehicle Collision Loads, Design Manual for Roads and Bridges, Vol. 1, Sec. 3, Part 5, (2004).

5. BD 48/93, The Assessment and Strengthening of Highway Bridge Supports, Design Manual for Roads and Bridges, Vol. 3, Sec. 4, Part 7, (1993).

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