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Strain rate effect on mechanical properties of concrete(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2012年02期
Page:
82-86
Research Field:
Publishing date:

Info

Title:
Strain rate effect on mechanical properties of concrete
Author(s):
LI Xin-zhong WEI Xue-ying ZHAO Jun-hai
School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China
Keywords:
structure engineering concrete strain rate compressive strength tensile strength elastic modulus threshold strain
PACS:
O347
DOI:
-
Abstract:
The strain rate has a significant influence on the mechanical properties of concrete, the strain rate effects on compressive strength, tensile strength, elastic modulus and threshold strain were reviewed and summarized. The dynamic increase factor(DIF)obtained from various empirical equations were compared with experimental results reported in the references in a wide range of strain rate. The results show that the DIF of compressive strength can be determined by different empirical equations according to the range of strain rate. The DIF of tensile strength obtained from modified CEB(Euro-International Committee for Concrete)formula is coincidenced with experimental results. The strain rate effects on the elastic modulus are much smaller than that on the tensile strength and compressive strength. The CEB formula can be used to predict the dynamic elastic modulus. The strain rates effects on the threshold strain corresponding to the compressive strength, tensile strength are needed to study further. 5 figs, 19 refs.

References:

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Last Update: 2012-04-30