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DEN Dendrology & Forestry --- dendrology --- tree care --- wood defects --- wood quality

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Fungi. --- Biodeterioration. --- Biodeterioration --- Delignification. --- Delignification --- Fungi --- Fungi --- identification. --- identification --- Wood decay --- Wood decay --- wood defects --- wood defects --- wood preservation --- wood preservation --- Wood --- Wood --- Wood destroying fungi --- Wood destroying fungi

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forest trees --- plant anatomy --- Quality --- Plant diseases --- Identification --- identification --- Pathogens --- wood defects --- Trees, Care of. --- Trees. --- Environmental Sciences and Forestry. Forestry -- Forest Trees --- ALLW. --- identification. --- Soins aux arbres

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Various types of metallic and composite structures are used in modern engineering practice. For aerospace, car industry, and civil engineering applications, the most important are thin-walled structures made of di erent types of metallic alloys, brous composites, laminates, and multifunctional materials with a more complicated geometry of reinforcement including nanoparticles or nano bres. The current applications in modern engineering require analysis of structures of various properties, shapes, and sizes (e.g., aircraft wings) including structural hybrid joints, subjected to di erent types of loadings, including quasi-static, dynamic, cyclic, thermal, impact, penetration, etc.The advanced metallic and composite structures should satisfy multiple structural functions during operating conditions. Structural functions include mechanical properties such as strength, sti ness, damage resistance, fracture toughness, and damping. Non-structural functions include electrical and thermal conductivities, sensing, actuation, energy harvesting, self-healing capability, electromagnetic shielding, etc.The aim of this SI is to understand the basic principles of damage growth and fracture processes in advanced metallic and composite structures that also include structural joints. Presently, it is widely recognized that important macroscopic properties, such as macroscopic sti ness and strength, are governed by processes that occur at one to several scales below the level of observation. A thorough understanding of how these processes influence the reduction of sti ffness and strength forms the key to the design of improved innovative structural elements and the analysis of existing ones.

Technology: general issues --- 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

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• Reference Manager
• EndNote
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Various types of metallic and composite structures are used in modern engineering practice. For aerospace, car industry, and civil engineering applications, the most important are thin-walled structures made of di erent types of metallic alloys, brous composites, laminates, and multifunctional materials with a more complicated geometry of reinforcement including nanoparticles or nano bres. The current applications in modern engineering require analysis of structures of various properties, shapes, and sizes (e.g., aircraft wings) including structural hybrid joints, subjected to di erent types of loadings, including quasi-static, dynamic, cyclic, thermal, impact, penetration, etc.The advanced metallic and composite structures should satisfy multiple structural functions during operating conditions. Structural functions include mechanical properties such as strength, sti ness, damage resistance, fracture toughness, and damping. Non-structural functions include electrical and thermal conductivities, sensing, actuation, energy harvesting, self-healing capability, electromagnetic shielding, etc.The aim of this SI is to understand the basic principles of damage growth and fracture processes in advanced metallic and composite structures that also include structural joints. Presently, it is widely recognized that important macroscopic properties, such as macroscopic sti ness and strength, are governed by processes that occur at one to several scales below the level of observation. A thorough understanding of how these processes influence the reduction of sti ffness and strength forms the key to the design of improved innovative structural elements and the analysis of existing ones.

Technology: general issues --- 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 --- 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