Pseudo strain hardening model of ultra high performance cementitious composites under flexural loading[J]. Acta Materiae Compositae Sinica, 2008, 25(2): 129-134.
Citation: Pseudo strain hardening model of ultra high performance cementitious composites under flexural loading[J]. Acta Materiae Compositae Sinica, 2008, 25(2): 129-134.

Pseudo strain hardening model of ultra high performance cementitious composites under flexural loading

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  • Received Date: June 05, 2007
  • Revised Date: September 16, 2007
  • According to Tjiptobroto research , the multiple cracking failure mechanism of cementitious composites was studied based on the energy dissipation equilibrium criterion between the initial cracking and non2initial cracking. The partial debonding energy at non-initial cracking and the number of random effective fibers were
    inserted with the assumption of the initial crack as the final failure crack of the st ructure. All the energy terms
    related in the model were modified and simplified according to the properties of ult ra high performance cementitious composites (U HPCC) and a theoretical model of multiple cracking propagation of U HPCC was const ructed to predict the crack propagation based on energy equilibrium criterion. The number of cracks and energy dissipation terms of Tjiptobroto experiment specimens were predicted. The comparison with the test result s showed good agreement . It is suggested that the partial debonding energy term is necessary for U HPCC with high modulus of elasticity of steel fiber . The model can be a theoretical reference for predicting the initial cracking loading capacity and the ultimate limit loading capacity of U HPCC.
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