HU Shao-wei, HUANG Yi-qun. A Stochastic Tensile Damage Model for Loading/Unloading of Concrete and Experimental Validation[J]. Applied Mathematics and Mechanics, 2017, 38(6): 652-662. doi: 10.21656/1000-0887.370254
Citation: HU Shao-wei, HUANG Yi-qun. A Stochastic Tensile Damage Model for Loading/Unloading of Concrete and Experimental Validation[J]. Applied Mathematics and Mechanics, 2017, 38(6): 652-662. doi: 10.21656/1000-0887.370254

A Stochastic Tensile Damage Model for Loading/Unloading of Concrete and Experimental Validation

doi: 10.21656/1000-0887.370254
Funds:  The National Science Fund for Distinguished Young Scholars of China (51325904); The National Natural Science Foundation of China (51279111)
  • Received Date: 2016-08-16
  • Rev Recd Date: 2017-04-10
  • Publish Date: 2017-06-15
  • To analyze the mechanical properties of concrete in the case of tensile loading and unloading, a stochastic elastoplastic tensile damage model of mesoscopic springs was proposed for the axial loading and unloading of concrete, with the loading and unloading stress-strain relationships of concrete deduced. To validate the rationality and accuracy of the model, an experimental research on axial tensile loading and unloading of concrete was carried out, where the concrete parameters and the stress-strain relationships were measured. Comparison between the experimental results and the calculation model results shows that, the model can well predict the ultimate tensile strength, meanwhile nicely depict the strength softening, the residual strain after unloading and the elastic modulus degradation of concrete.
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