Direct Tensile Performance of UHPCC Element Based on Damage Mechanics |
|
| Journal | Key Engineering Materials (Volumes 348 - 349) |
|---|---|
| Volume | Advances in Fracture and Damage Mechanics VI |
| Edited by | J. Alfaiate, M.H. Aliabadi, M. Guagliano and L. Susmel |
| Pages | 829-832 |
| DOI | 10.4028/www.scientific.net/KEM.348-349.829 |
| Citation | Sang Mook Han et al., 2007, Key Engineering Materials, 348-349, 829 |
| Online since | September, 2007 |
| Authors | Sang Mook Han, Xiang Guo Wu, Sung Wook Kim, Su Tae Kang |
| Keywords | Concrete, Damage Mechanics, Ultra High Performance, Weibull Distribution |
| Abstract | Direct uniaxial tension test of ultra high performance cementitious composites I shape specimens have been investigated in this paper. A nonlinear analytical model based on continuum damage mechanics is developed to characterize tensile stress-strain constitutive response of UHPCC. Basic governing equations of damage evolution and material constitutive relation are established considering random damage which conforms to a modified Weibull type distribution proposed in this paper. Calculation suggests that Weibull distribution can describe damage evolution of UHPCC and predict the constitutive relation and damage evolution equation. |
| Full Paper |
Get the full paper by clicking here
|
