使增至最大 发表于 2025-3-28 18:03:25
http://reply.papertrans.cn/19/1856/185560/185560_41.pnganesthesia 发表于 2025-3-28 19:13:51
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http://reply.papertrans.cn/19/1856/185560/185560_45.pngNAV 发表于 2025-3-29 13:43:52
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https://doi.org/10.1007/978-3-540-78853-9ndary value problems with a dominating failure mode I were simulated: uniaxial tension and a three-point bending test for concrete beams with a different size. To model the material behaviour, two different continuum approaches were used: elasto-plastic and an isotropic damage constitutive model wit向外才掩饰 发表于 2025-3-29 22:45:40
https://doi.org/10.1007/978-3-540-78853-9ith further increase of shear strain i.e. second order work becomes negative, during the shear deformation and will therefore develop excess pore pressure in the shear bands. Due to the low permeability of clays in combination with a generally high deformation rate, the failure process is often consRelinquish 发表于 2025-3-30 03:51:17
http://reply.papertrans.cn/19/1856/185560/185560_49.png藐视 发表于 2025-3-30 06:14:54
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