Alpha (α) assumed rotations and shear strains for spatially isotropic polygonal Reissner-Mindlin plate elements (αARS-Poly)
Son H. Nguyen, Nguyen N. Nam, Tien‐Dat Hoang, Tan N. Nguyen, T. Nguyen‐Thoi
Topics & Concepts
IsotropyTangent stiffness matrixMathematical analysisFinite element methodMathematicsTangentGeometryPlate theoryPolygon meshNorm (philosophy)Stiffness matrixPhysicsBoundary value problemThermodynamicsLawQuantum mechanicsPolitical scienceComposite Structure Analysis and OptimizationStructural Behavior of Reinforced ConcreteStructural Load-Bearing Analysis