... mass deformation and stress. In addition, a three-dimensional numerical model was constructed to invert the contact surface mechanical parameters of the tunnel interbedded rock mass, establishing a theoretical model for the instability of horizontal sandstone–conglomerate interbedded rock mass during...

... This study presents a validated numerical model for predicting the behaviour of SCC beams reinforced with GFRP bars and waste-based materials under impact loading. It highlights the importance of how impact energy is applied and shows that adding EPS beads and PET fibres improves energy absorption...

... rights only Reinforced concrete beams CFRP Numerical model ANSYS Shear Flexural A_f = cross-sectional area of fiber-reinforced polymer (FRP) reinforcement; As = cross-sectional area of tension steel reinforcement; c = distance from extreme compression fiber...

... the inner support on the limit strength capacity of the slab was analyzed. Already developed numerical model by the authors for the analysis of reinforced and prestressed concrete slabs and shells, was additionally tested on the obtained experimental test results. The limit strength capacity of a one-way...