EXPERIMENTAL STUDY ON THE SINGLE-SHAFT DYNAMIC TENSILE PROPERTIES OF CONCRETE
Yan Zhao
Abstract
Yan Zhao
Abstract
The uniaxial tensile test of two kinds of concrete(C30,C40) under the different strain rates is carried on the servo fatigue machine.The impacts of strain rates on concrete strength and elastic modulus is studied systematically,the change of the tensile strength and elastic modulus under the different stain rates are analyzed.The results show that: the tensile strength and elastic modulus of both kinds of concrete increases as the strain rate growing.But the growth rate varies greatly.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
The uniaxial tensile test of two kinds of concrete(C30,C40) under the different strain rates is carried on the servo fatigue machine.The impacts of strain rates on concrete strength and elastic modulus is studied systematically,the change of the tensile strength and elastic modulus under the different stain rates are analyzed.The results show that: the tensile strength and elastic modulus of both kinds of concrete increases as the strain rate growing.But the growth rate varies greatly.
Key concepts: Materials science, Ultimate tensile strength, Composite material, Elastic modulus, Strain rate, Tensile testing, Modulus, Young's modulus