Paper Title:
Performance Research of Strain Hardening Cementitious Composites (SHCC) under Uniaxial Tensile Load
  Abstract

Strain Hardening Cementitious Composites (SHCC) varied with mixture proportion was preparated with normal engineering materials in our area, tensile performance of dumbbell specimens under uniaxial tensile load was experimentally investigated in this paper, and tensile stress versus strain curves as well as crack development of SHCC with different mixture proportion were obtained. The results showed that all specimens had strain-hardening and multiple-cracking characteristics obviously, among them, ultimate tensile strain of No.A and C series could exceed 3%. SHCC with excellent stable tensile performance was preparated based on normal river sand but not quartz sand, which can reduce project cost and promote the application and development of SHCC in practical engineering.

  Info
Periodical
Chapter
Chapter 6: Advanced Construction Materials
Edited by
Xuejun Zhou
Pages
972-976
DOI
10.4028/www.scientific.net/AMM.99-100.972
Citation
C. H. Hu, T. J. Zhao, T. Rong, "Performance Research of Strain Hardening Cementitious Composites (SHCC) under Uniaxial Tensile Load", Applied Mechanics and Materials, Vols. 99-100, pp. 972-976, 2011
Online since
September 2011
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Price
$32.00
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