讥笑 发表于 2025-3-26 21:31:15
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Computerized Modeling of Sedimentary Systems0 mm centre-to-centre, applying two equal symmetrical concentrated loads with a shear span of 400 mm. The deflection at mid-span, deflection ductility ratio, and load-carrying mechanism of the beams with composite reinforcement have been discussed and compared with the beam having longitudinal conve高射炮 发表于 2025-3-27 14:23:31
http://reply.papertrans.cn/15/1499/149895/149895_35.pngAddictive 发表于 2025-3-27 19:22:21
Computerized Modeling of Sedimentary Systemshe beam ends, and the effect of support conditions provided for these reinforcements. The axial restraint provided at beam-ends were found to have a significant role in the behaviour of the beam under fire loading. Stiff connections are not preferable during the cooling phase of loading.甜瓜 发表于 2025-3-28 00:52:39
https://doi.org/10.1007/978-3-7091-3010-0y and damage tolerance of joint. In this study the HPFRCC is used at the joint region without critical detailing and tested under reverse cyclic loading. The presence of 1% synthetic fiber and better fiber dispersion improves the crack bridging ability of HPFRCC and allows dense micro cracks formati遵循的规范 发表于 2025-3-28 06:06:57
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http://reply.papertrans.cn/15/1499/149895/149895_39.pngreceptors 发表于 2025-3-28 14:03:11
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