Blast and Impact Analyses of RC Beams Considering Bond-Slip Effect and Loading History of Constituent Materials
Abstract An improved numerical model that can simulate the nonlinear behavior of reinforced concrete beams subjected to blast and impact loadings is introduced in this paper. The layered section approach is based in the formulation, and the dynamic material behaviors of concrete and steel are define...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
SpringerOpen
2018-03-01
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Series: | International Journal of Concrete Structures and Materials |
Subjects: | |
Online Access: | http://link.springer.com/article/10.1186/s40069-018-0244-9 |