Paper Title:
Study on Impact Compressive Behavior and Constitutive Model of BFRC
  Abstract

Basalt fiber is a new type of high-performance fibers and it is widely studied and used in civil engineering. In this paper a super-thin basalt fiber was used and the samples of basalt fiber reinforced concrete (BFRC) were made, then the impact compressive experiments were conducted by SHPB and the factor of fiber content and loading velocity were study. The experimental result show that the super-short basalt fiber could increase the limit formation and change the failure modes of the sample, but it did not enhanced the strength of the concrete. The result also showed the limit load and deformation increase as the loading rate and it show that the BFRC have strain rate effect. Besides, based on the results of the experiments, the ZWT constitutive model being used, and the constitutive parameter were fitted.

  Info
Periodical
Chapter
Chapter 1: Frontiers of Building Engineering
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
224-228
DOI
10.4028/www.scientific.net/AMM.71-78.224
Citation
Y. S. Liu, D. Gao, "Study on Impact Compressive Behavior and Constitutive Model of BFRC", Applied Mechanics and Materials, Vols. 71-78, pp. 224-228, 2011
Online since
July 2011
Export
Price
$35.00
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