Numerical Simulation of Bolted-Steel Plates Strengthened Coupling Beams

Abstract:

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One reinforced concrete coupling beam and two strengthened reinforced concrete coupling beams by bolted steel plates are analyzed by nonlinear finite element method. Two-dimensional finite element model is employed with material nonlinearities and geometrical nonlinearities. A special ring region, which simulates the slip effect between concrete and steel plates, is developed an incorporated into the numerical analysis model. The load-displacement relationship, cracking/crushing type and steel plates internal are compared and found to be in good agreement with those in test.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

3677-3681

DOI:

10.4028/www.scientific.net/AMR.163-167.3677

Citation:

Y. Zhu et al., "Numerical Simulation of Bolted-Steel Plates Strengthened Coupling Beams", Advanced Materials Research, Vols. 163-167, pp. 3677-3681, 2011

Online since:

December 2010

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$35.00

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