使增至最大
发表于 2025-3-28 18:03:25
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anesthesia
发表于 2025-3-28 19:13:51
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Radiculopathy
发表于 2025-3-29 00:30:30
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使入迷
发表于 2025-3-29 05:55:53
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胖人手艺好
发表于 2025-3-29 08:47:33
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NAV
发表于 2025-3-29 13:43:52
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certitude
发表于 2025-3-29 19:36:39
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 cons
Relinquish
发表于 2025-3-30 03:51:17
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藐视
发表于 2025-3-30 06:14:54
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