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The development of modern numerical methods has led to significant advances in the field of fatigue and fracture, which are pivotal issues in structural integrity. Because of the permanent tendency to shorten time-to-market periods and the development cost, the use of the finite element method, extended finite element method, peridynamics, or meshless methods, among others, has represented a viable alternative to experimental methods. This Special Issue aims to focus on the new trends in computational methods to address fatigue and fracture problems. Research on innovative and successful industrial applications as well as on nonconventional numerical approaches is also addressed.
Technology: general issues --- History of engineering & technology --- finite element method --- Taguchi method --- tooth surface contact stress --- tooth profile deviations --- meshing errors --- lead crowning modifications --- critical load --- fracture --- tubular cantilever beam --- U-notch --- theory of critical distances --- LEFM --- mesh density --- mixed mode stress intensity factors --- fatigue crack growth --- FEM --- fatigue failure --- design flaws --- mechanical system --- parametric ALT --- hinge kit system --- XFEM --- ANSYS mechanical --- smart crack growth --- stress intensity factors --- fatigue life prediction --- gears --- Single Tooth Bending Fatigue --- STBF --- Finite Element Model --- material characterization --- multiaxial fatigue --- critical plane --- metal casting --- mold design --- simulation --- optimization --- fatigue life --- reliability --- n/a
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This book offers a collection of 17 scientific papers about the computational modeling of fracture. Some of the manuscripts propose new computational methods and/or how to improve existing cutting edge methods for fracture. These contributions can be classified into two categories: 1. Methods which treat the crack as strong discontinuity such as peridynamics, scaled boundary elements or specific versions of the smoothed finite element methods applied to fracture and 2. Continuous approaches to fracture based on, for instance, phase field models or continuum damage mechanics. On the other hand, the book also offers a wide range of applications where state-of-the-art techniques are employed to solve challenging engineering problems such as fractures in rock, glass, concrete. Also, larger systems such as fracture in subway stations due to fire, arch dams, or concrete decks are studied.
Brittle Fracture --- n/a --- microstructure --- fatigue crack growth --- fracture process zone (FPZ) --- crack shape change --- fracture network modeling --- Mohr-Coulomb --- fracture --- SBFEM --- topological insulator --- fatigue --- progressive collapse analysis --- Phase-field model --- loss of key components --- concrete creep --- compressive stress --- rail squats --- cracks --- force transfer --- rolling contact --- damage-plasticity model --- implicit gradient-enhancement --- extended scaled boundary finite element method (X-SBFEM) --- three-parameter model --- LEFM --- overall stability --- EPB shield machine --- metallic glass matrix composite --- phase field --- reinforced concrete core tube --- bulk damage --- ductility --- thermomechanical analysis --- incompatible approximation --- moderate fire --- finite element simulations --- shear failure --- FSDT --- gradient-enhanced model --- prestressing stress --- self-healing --- peridynamics --- damage-healing mechanics --- stress intensity factors --- damage --- dam stress zones --- shear band --- rock fracture --- random fracture --- surface crack --- plate --- steel reinforced concrete frame --- super healing --- brittle material --- geometric phase --- FE analysis --- grouting --- rock --- elastoplastic behavior --- parameters calibration --- screened-Poisson model --- anisotropic --- numerical simulation --- Discontinuous Galerkin --- brittle fracture --- XFEM/GFEM --- topological photonic crystal --- photonic orbital angular momentum --- conditioned sandy pebble --- yielding region --- finite element analysis --- fluid–structure interaction --- cracking risk --- Mindlin --- ABAQUS UEL --- particle element model --- HSDT --- cell-based smoothed-finite element method (CS-FEM) --- the Xulong arch dam --- fluid-structure interaction
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Exceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions.
Technology: general issues --- History of engineering & technology --- blast loads --- slab-column joints --- prediction model --- damage level --- progressive collapse --- steel beam-to-column connections --- catenary mechanism --- double-span assemblies --- stiffness degradation --- timber-to-timber composite (TCC) joints --- push-out (PO) test setup --- inclined self-tapping screws (STSs) --- finite-element (FE) method --- cohesive zone modelling (CZM) method --- boundaries --- friction --- sensitivity study --- prototype abutment --- non-destructive test --- surcharge load --- mode number --- scour --- steel truss --- roof structure --- partial collapse --- finite element analysis --- lightning strike --- cable-stayed bridge --- social disaster --- blast scenario --- blast analysis --- LS-DYNA --- balau wood --- cross-arm --- transmission tower --- bracing system --- creep --- findley’s power law model --- burger model --- top-seat angle connections (TSACW) --- component-based models --- initial stiffness --- ultimate moment capacity --- moment-rotation relation --- artificial neural network (ANN) --- sensitivity analysis (SA) --- reinforced concrete column --- multi-column pier --- seismic behavior --- lap-splice --- transverse reinforcement --- plastic hinge --- ductility --- bonded-in rod (BiR) connections --- adhesives --- fracture modes --- moisture --- experiments --- linear elastic fracture mechanics (LEFM) --- analytical model --- aeroelastic experiments --- experimental uncertainty --- singular value decomposition --- correlation field --- cathedral --- foundation rehabilitation --- jacked-in piles --- soil injection --- cracks --- masonry --- differential equation of motion --- Legendre–Galerkin matrix (LGM) method --- algebraic polynomials --- single degree of freedom (SDOF) --- multi degree of freedom (MDOF) --- n/a --- findley's power law model --- Legendre-Galerkin matrix (LGM) method
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Exceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions.
blast loads --- slab-column joints --- prediction model --- damage level --- progressive collapse --- steel beam-to-column connections --- catenary mechanism --- double-span assemblies --- stiffness degradation --- timber-to-timber composite (TCC) joints --- push-out (PO) test setup --- inclined self-tapping screws (STSs) --- finite-element (FE) method --- cohesive zone modelling (CZM) method --- boundaries --- friction --- sensitivity study --- prototype abutment --- non-destructive test --- surcharge load --- mode number --- scour --- steel truss --- roof structure --- partial collapse --- finite element analysis --- lightning strike --- cable-stayed bridge --- social disaster --- blast scenario --- blast analysis --- LS-DYNA --- balau wood --- cross-arm --- transmission tower --- bracing system --- creep --- findley’s power law model --- burger model --- top-seat angle connections (TSACW) --- component-based models --- initial stiffness --- ultimate moment capacity --- moment-rotation relation --- artificial neural network (ANN) --- sensitivity analysis (SA) --- reinforced concrete column --- multi-column pier --- seismic behavior --- lap-splice --- transverse reinforcement --- plastic hinge --- ductility --- bonded-in rod (BiR) connections --- adhesives --- fracture modes --- moisture --- experiments --- linear elastic fracture mechanics (LEFM) --- analytical model --- aeroelastic experiments --- experimental uncertainty --- singular value decomposition --- correlation field --- cathedral --- foundation rehabilitation --- jacked-in piles --- soil injection --- cracks --- masonry --- differential equation of motion --- Legendre–Galerkin matrix (LGM) method --- algebraic polynomials --- single degree of freedom (SDOF) --- multi degree of freedom (MDOF) --- n/a --- findley's power law model --- Legendre-Galerkin matrix (LGM) method
Choose an application
Exceptional loads on buildings and structures are known to take origin and manifest from different causes, like natural hazards and possible high-strain dynamic effects, human-made attacks and impact issues for load-bearing components, possible accidents, and even unfavorable/extreme operational conditions. All these aspects can be critical for specific structural typologies and/or materials that are particularly sensitive to external conditions. In this regard, dedicated analysis methods and performance indicators are required for the design and maintenance under the expected lifetime. Typical issues and challenges can find huge efforts and clarification in research studies, which are able to address with experiments and/or numerical analyses the expected performance and capacity of a given structural system, with respect to demands. Accordingly, especially for existing structures or strategic buildings, the need for retrofit or mitigation of adverse effects suggests the definition of optimal and safe use of innovative materials, techniques, and procedures. This Special Issue follows the first successful edition and confirms the need of continuous research efforts in support of building design under extreme loads, with a list of original research papers focused on various key aspects of structural performance assessment for buildings and systems under exceptional design actions and operational conditions.
Technology: general issues --- History of engineering & technology --- blast loads --- slab-column joints --- prediction model --- damage level --- progressive collapse --- steel beam-to-column connections --- catenary mechanism --- double-span assemblies --- stiffness degradation --- timber-to-timber composite (TCC) joints --- push-out (PO) test setup --- inclined self-tapping screws (STSs) --- finite-element (FE) method --- cohesive zone modelling (CZM) method --- boundaries --- friction --- sensitivity study --- prototype abutment --- non-destructive test --- surcharge load --- mode number --- scour --- steel truss --- roof structure --- partial collapse --- finite element analysis --- lightning strike --- cable-stayed bridge --- social disaster --- blast scenario --- blast analysis --- LS-DYNA --- balau wood --- cross-arm --- transmission tower --- bracing system --- creep --- findley's power law model --- burger model --- top-seat angle connections (TSACW) --- component-based models --- initial stiffness --- ultimate moment capacity --- moment-rotation relation --- artificial neural network (ANN) --- sensitivity analysis (SA) --- reinforced concrete column --- multi-column pier --- seismic behavior --- lap-splice --- transverse reinforcement --- plastic hinge --- ductility --- bonded-in rod (BiR) connections --- adhesives --- fracture modes --- moisture --- experiments --- linear elastic fracture mechanics (LEFM) --- analytical model --- aeroelastic experiments --- experimental uncertainty --- singular value decomposition --- correlation field --- cathedral --- foundation rehabilitation --- jacked-in piles --- soil injection --- cracks --- masonry --- differential equation of motion --- Legendre-Galerkin matrix (LGM) method --- algebraic polynomials --- single degree of freedom (SDOF) --- multi degree of freedom (MDOF)
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