Paper Title:
Parametric Study of Hysteretic Behaviour of Combined Welded Heavy Steel Plates with Accumulative Damage
  Abstract

The accumulative damage model in which the material’s plastic strain is defined as variable and the energy dissipation is also considered is applied to the combined welded heavy steel plates. And the reliability of the model is confirmed by comparing the computed results in finite element project ABAQUS to tested results from previous researcher. On that basis, a series of steel plate components are computed to analyze their hysteretic curves and ductility factors. The influences of steel plate thickness, web’s height-thickness ratio and flange’s width-thickness ratio on hysteretic behavior are studied.

  Info
Periodical
Advanced Materials Research (Volumes 194-196)
Edited by
Jianmin Zeng, Taosen Li, Shaojian Ma, Zhengyi Jiang and Daoguo Yang
Pages
1887-1891
DOI
10.4028/www.scientific.net/AMR.194-196.1887
Citation
N. Yang, J. J. Zhang, T. Guo, "Parametric Study of Hysteretic Behaviour of Combined Welded Heavy Steel Plates with Accumulative Damage", Advanced Materials Research, Vols. 194-196, pp. 1887-1891, 2011
Online since
February 2011
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$32.00
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