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The completed material models under compression and tension are given in Fig. 14.
We reveal that with increasing temperature up to 1000 °C, the critical relative density for the failure models under compression shows significant change, while the failure model boundaries under three point bending display small difference.
Complete material models under compression and tension for the SFR-HSC used in the current study were obtained by using Lee's compressive model (Lee et al. 2015) in Eq. (1) and the tensile models, suggested by RILEM TC 162-TDF, with suggested parameters from Table 7.
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In the present study, we aimed at investigating the time-course gene expression profiles of the PDL tissue model under compression.
The failure model under compression is the fracture of the core bars while the bending failure is shear failure of the core bars.
The ultimate load for each model under compression and wedge action loading was determined and a video was recorded of each test so that failure mechanisms could be evaluated.
Finally, numerical results on two typical cases including the single notched four-point bending model and the soil slope stability model under compression demonstrate the proposed methodology by studying the effects of the mesh size and cohesive surface energy on the evolutive localization interface and the load displacement responses.
The subject of this work is the investigation of the stress field around a unique void in a fibre-reinforced model composite under compression.
Most fatigue models for concrete under compression assume, as an axiom, that compressive tests are a limit case for a cyclic test where failure is achieved in the first cycle.
A parameter study is performed here to investigate the behavior of this material model under uniaxial compression, uniaxial tension and simple shear.
The peak stress, strain at peak stress, modulus of elasticity, energy dissipation ability and the constitutive model under uniaxial compression were examined.
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