Residual load bearing capacity and failure mechanism of impacted high-strength reinforced concrete shear beams
Author:
Publisher
Elsevier BV
Subject
General Engineering,General Materials Science
Reference63 articles.
1. A.M. Staples, Pier protection. LRFD bridge design workshop, 2007.
2. Vehicle collision with bridge piers;El-Tawil;ASCE J. Bridge Eng.,2005
3. D. Lu, W. Wei, Y. Yang, State-of-the-art review on the causes and mechanisms of bridge collapse, ASCE J. Performance of Constructed Facilities 30 (2) (2016) 04015005-1-13.
4. Properties of concrete subjected to impact;Suaris;J. Struct. Eng.,1983
5. Resistance of fibre concrete slabs to low velocity projectile impact;Ong;Cem. Concr. Compos.,1999
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