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Titlebook: Advances in Structural Mechanics and Applications; Proceedings of ASMA- José António Fonseca de Oliveira Correia,Satyabrat Conference proce

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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
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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.
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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
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