Paper Title:
Numerical Simulation of UHPFRC-NSC Composite Beam with Diana
  Abstract

This paper presents three-dimensional numerical simulation of UHPFRC-NSC composite beam with Diana. An elastic-plastic fracture model is proposed to describe material properties of UHPFRC. Differing from other concrete constitutive model, this one considers strain hardening in tension because of characteristic of UHPFRC. A total strain rotating crack model is used to describe material properties of NSC. The results of relevant push-out tests are used to describe the shear force-slip relationship of shear connection between UHPFRC girder and NSC slab. The numerical investigation focuses on the evaluation of load-deflection behavior, failure mode and shear connection. The agreement of test results and numerical results indicates the reliability of model.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
6040-6043
DOI
10.4028/www.scientific.net/AMR.243-249.6040
Citation
Y. H. Guo, G. L. Hou, N. Guo, "Numerical Simulation of UHPFRC-NSC Composite Beam with Diana", Advanced Materials Research, Vols. 243-249, pp. 6040-6043, 2011
Online since
May 2011
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$32.00
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