Copyright © 2004 Elsevier Ltd. All rights reserved.
Impact analysis of I-Lam sandwich system for over-height collision protection of highway bridges
Received 15 December 2003;
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Abstract
Due to increased traffic volumes and incidence of impact damaged to bridge structures, there is a pressing need to develop a collision protection system for highway bridges against over-height truck impact. In this study, a linear elastic model for the impact response of bottom face sheet-rigidly supported sandwich structures including shear-off effect is developed. The solutions for a discrete model and concentrated and distributed loading cases for collision protection I-Lam system are obtained, of which the contact force history and maximum deflection are predicted. Compared to the LS-DYNA finite element analysis (FEA), the relatively simple analytical methods proposed accurately predict the impact response. The discrete model shows a better correlation with FEA predictions, while the model with distributed forces overestimates the deflection of the top face sheet but under-evaluates the peak contact force. The developed models including the shear-off mechanism can be used to approximate the impact response of rigidly supported sandwich structures hit by an over-height truck. The two important impact factors, i.e. the maximal deflection and peak contact force, can be used in primary design and optimization of collision protection sandwich structures.
Author Keywords: Sandwich; Impact; Shear-off mechanism; Collision protection; Over-height truck
Article Outline
- 1. Introduction
- 2. Linear elastic solutions
- 2.1. Case I: discrete model of I-Lam sandwich system under impact
- 2.2. Case II: I-Lam sandwich beam impacted by a concentrated load P
- 2.2.1. Deformation analysis
- 2.2.2. Dynamic analysis
- 2.3. Case III: I-Lam sandwich beam impacted by a distributed load
- 3. Analytical results and discussion
- 4. Finite element simulation by LS-DYNA
- 5. Conclusions
- Acknowledgements
- References






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