A study on impact response analysis of RC beam using damage model

Hiroki Tamai; Yoshimi Sonoda

doi:10.2208/jsceja.63.411

A study on impact response analysis of RC beam using damage model

Hiroki Tamai, Yoshimi Sonoda

Structural Analysis and Earthquake Engineering

Research output: Contribution to journal › Article

Abstract

The impact responses of steel and reinforced concrete (RC) beams were previously analyzed. It was found that the decrease in the stiffness of concrete is a key feature to analyse RC beam. Consequently, introducing the damage model, analytical solutions are improved, and the applicability is demonstrated. Further, a new model is developed, estimating the residual impact resistance. Thus, the impact response of RC beam under cyclic loading is clarified.

Original language	English
Pages (from-to)	411-422
Number of pages	12
Journal	Doboku Gakkai Ronbunshuu A
Volume	63
Issue number	3
DOIs	https://doi.org/10.2208/jsceja.63.411
Publication status	Published - Dec 1 2007

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All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Building and Construction
Mechanics of Materials
Mechanical Engineering

Cite this

Tamai, H., & Sonoda, Y. (2007). A study on impact response analysis of RC beam using damage model. Doboku Gakkai Ronbunshuu A, 63(3), 411-422. https://doi.org/10.2208/jsceja.63.411

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10.2208/jsceja.63.411