Paper Title:
Numerical Simulation of Bolted-Steel Plates Strengthened Coupling Beams
  Abstract

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, Y. Zhou, H. Zhu, "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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Price
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