Works matching IS 19718993 AND DT 2020 AND VI 14 AND IP 51
Results: 42
Numerical framework for fatigue lifetime prediction of complex welded structures.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 552, doi. 10.3221/IGF-ESIS.51.42
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Analysis of Printed Circuit Boards strains using finite element analysis and digital image correlation.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 541, doi. 10.3221/IGF-ESIS.51.41
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Local scale fracture characterization of an advanced structured material manufactured by fused deposition modeling in 3D printing.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 534, doi. 10.3221/IGF-ESIS.51.40
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Rigid block and finite element analysis of settlement-induced failure mechanisms in historic masonry walls.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 517, doi. 10.3221/IGF-ESIS.51.39
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Micromodels for the in-plane failure analysis of masonry walls: Limit Analysis, FEM and FEM/DEM approaches.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 504, doi. 10.3221/IGF-ESIS.51.38
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3D limit analysis of masonry pavilion domes on octagonal drum subjected to vertical loads.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 486, doi. 10.3221/IGF-ESIS.51.37
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Microstructural damage evaluation of ferritic-ausferritic spheroidal graphite cast iron.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 477, doi. 10.3221/IGF-ESIS.51.36
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Simulation of the retardation effect after applying a simple overload on alloys of aluminum 2024T351 using the Willemborg model.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 467, doi. 10.3221/IGF-ESIS.51.35
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Stress-strain assessment of plain dents in gas pipelines.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 459, doi. 10.3221/IGF-ESIS.51.34
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The hydrogen embrittlement sensitivity of duplex stainless steel with different phase fractions evaluated by in-situ mechanical testing.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 449, doi. 10.3221/IGF-ESIS.51.33
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Interlaminar shear strength study on CFRP/Al hybrid laminates with different properties.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 442, doi. 10.3221/IGF-ESIS.51.32
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- Article
Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 423, doi. 10.3221/IGF-ESIS.51.31
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Numerical modeling based on moving mesh method to simulate fast crack propagation.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 410, doi. 10.3221/IGF-ESIS.51.30
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- Article
Retrofit assessment of masonry buildings through simplified structural analysis.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 398, doi. 10.3221/IGF-ESIS.51.29
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The development and application of an original 3D laser scanning: a precise and nondestructive structural measurements system.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 386, doi. 10.3221/IGF-ESIS.51.28
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Minimum energy strategies for the in-plane behaviour of masonry.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 376, doi. 10.3221/IGF-ESIS.51.27
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Analytical and numerical analysis on the collapse modes of least thickness circular masonry arches at decreasing friction.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 356, doi. 10.3221/IGF-ESIS.51.26
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The role of different sliding resistances in limit analysis of hemispherical masonry domes.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 336, doi. 10.3221/IGF-ESIS.51.25
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Crumbling of Amatrice clock tower during 2016 Central Italy seismic sequence: Advanced numerical insights.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 313, doi. 10.3221/IGF-ESIS.51.24
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Comparison of Two Parameters Models for clay brick masonry confined by FRP.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 288, doi. 10.3221/IGF-ESIS.51.23
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Local zigzag effects and brittle delamination fracture of n -layered beams using a structural theory with three displacement variables.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 275, doi. 10.3221/IGF-ESIS.51.22
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The multilayered soil-structure seismic interaction and structure vibration mechanism.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 267, doi. 10.3221/IGF-ESIS.51.21
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Numerical investigation of the effect of constrained groove pressing process on the mechanical properties of polyamide PA66.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 254, doi. 10.3221/IGF-ESIS.51.20
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Finite Element Modeling of the behavior of a hollow cylinder in a hydrogen-containing environment.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 236, doi. 10.3221/IGF-ESIS.51.19
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The study of internal structure of woven glass and carbon fiber reinforced composite materials with embedded fiber-optic sensors.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 225, doi. 10.3221/IGF-ESIS.51.18
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Relationship between microscopic analysis and quantitative and qualitative indicators of moisture susceptibility evaluation of warmmix asphalt mixtures containing modifiers.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 215, doi. 10.3221/IGF-ESIS.51.17
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Influence of porosity on the analysis of sandwich plates FGM using of high order shear-deformation theory.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 199, doi. 10.3221/IGF-ESIS.51.16
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Influence of biochar additions on the fracture behavior of foamed concrete.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 189, doi. 10.3221/IGF-ESIS.51.15
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Finite element analysis of the thermomechanical behavior of metal matrix composites (MMC).
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 174, doi. 10.3221/IGF-ESIS.51.14
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Finite Element Analysis (FEA) and experimental stress analysis in circular perforated plates loaded with concentrated force.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 164, doi. 10.3221/IGF-ESIS.51.13
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Influence of static mean stresses on the fatigue behavior of 2024 aluminum alloy under multiaxial loading.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 151, doi. 10.3221/IGF-ESIS.51.12
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Reliability-based design of reinforced concrete beams for simultaneous bending, shear, and torsion loadings.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 136, doi. 10.3221/IGF-ESIS.51.11
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A biomechanical study of the role of sitagliptin on the bone characteristics of diabetic rats.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 127, doi. 10.3221/IGF-ESIS.51.10
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Investigations in static response and free vibration of a functionally graded beam resting on elastic foundations.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 115, doi. 10.3221/IGF-ESIS.51.09
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Nonlinear modeling of unreinforced masonry structures under seismic actions: validation using a building hit by the 2016 Central Italy earthquake.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 92, doi. 10.3221/IGF-ESIS.51.08
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Alloy substitution in a critical raw materials perspective.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 81, doi. 10.3221/IGF-ESIS.51.07
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Scaling geological fracture network from a micro to a macro scale.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 71, doi. 10.3221/IGF-ESIS.51.06
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Evaluation of the dynamic response of structures using auxetic-type base isolation.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 52, doi. 10.3221/IGF-ESIS.51.05
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Experimental investigation of fatigue crack initiation from notches in 2024 T351 Al-alloy.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 45, doi. 10.3221/IGF-ESIS.51.04
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Structural evaluation of the DeepCWind offshore wind platform.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 24, doi. 10.3221/IGF-ESIS.51.03
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NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 9, doi. 10.3221/IGF-ESIS.51.02
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Three approaches to evaluate the heat dissipated during fatigue crack propagation experiments.
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- Fracture & Structural Integrity, 2020, v. 14, n. 51, p. 1, doi. 10.3221/IGF-ESIS.51.01
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