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In this tutorial, the Shear-bending failure modeling of concrete ribbed slabs strengthened with UHPFRC in Abaqus has been investigated. The slab has three sections, untracked concrete, cracked concrete, and UHPFRC. All three parts are modeled as three-dimensional solid parts. the steel reinforcements are modeled as wire parts. You can see ...
ادامه نوشته »Shear-bending failure modeling of concrete ribbed slabs strengthened with UHPFRC in Abaqus
