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Palabras clave – provistas por la editorial

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