Behavior of Metallic and Composite Structures (Second Volume)
English[eng]
9783040000000
steel–concrete composite bridge||I-shaped beam||concrete creep||temperature||prediction||experiment||through-beam joint||concrete filled steel tube (CFST) columns||reinforced concrete (RC)||axial compressive behaviour||steel mesh||local compression||confined concrete||height factor||curved steel–concrete composite box beam||two-node finite beam element with 26 DOFs||long-term behavior||age-adjusted effective modulus method||C-section||TH-section||distortional mode||medium length||interactive buckling||compression||Koiter’s theory||FEM||dynamic pulse buckling||composite stanchion||FE analysis||nonlinear analysis||crashworthiness||modulus of elasticity||pine wood||wood defects||knots||laboratory tests||beams||glued laminated timber||ceramic-matrix composites (CMCs)||minicomposite||tensile||damage||fracture||timber||natural composite||Kolsky method||deformation diagrams||wood species||energy absorption||wood model||verification||nonlinear stability||square plate||shear forces||components of transverse forces in bending||membrane components of transverse forces||4 methods (CPT, FSDT, S-FSDT, FEM)||connection||test||bolt||steel plate||moisture content||failure||AlCrN||arc current||structure||hardness||adhesion||wear||turbine jet engine||material tests||ember-resistant alloys||wood||cohesive law||digital image correlation||fracture mechanics||mixed mode I+II loading||dual adhesive||single lap joints||numerical modeling||artificial neural networks||sandwich panels with corrugated channel core||3D-printed sandwich||bending response||mechanism maps||geometrical optimization||dislocation–boundary interaction||dislocation–interface interaction||deformation twin-boundary interaction||size effect||boundary structure||boundary strengthening||characterization techniques||adhesive joint||adhesive bond strength||adhesive layer thickness