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Post-peak cyclic behaviour of concrete in uniaxial tensile and alternating tensile and compressive loading
AbstractDeformation controlled uniaxial tests have been carried out on cylindrical concrete specimens in order to establish the complete stress-deformation curve in tensile loading. Furthermore, cyclic tests have been performed under three types of loading: cycling from a tensile low stress, cycling from a compressive lower stress, and cycling between a lower and an upper stress to the envelope curve, respectively. The results seem to show that the tensile envelope curve is unique and the residual strength is the more affected the lower the stress at unloading is.
Post-peak cyclic behaviour of concrete in uniaxial tensile and alternating tensile and compressive loading
AbstractDeformation controlled uniaxial tests have been carried out on cylindrical concrete specimens in order to establish the complete stress-deformation curve in tensile loading. Furthermore, cyclic tests have been performed under three types of loading: cycling from a tensile low stress, cycling from a compressive lower stress, and cycling between a lower and an upper stress to the envelope curve, respectively. The results seem to show that the tensile envelope curve is unique and the residual strength is the more affected the lower the stress at unloading is.
Post-peak cyclic behaviour of concrete in uniaxial tensile and alternating tensile and compressive loading
Reinhardt, H.W. (author) / Cornelissen, H.A.W. (author)
Cement and Concrete Research ; 14 ; 263-270
1983-08-02
8 pages
Article (Journal)
Electronic Resource
English
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