PSI - Issue 31

Cover1
Preface_2021_Procedia-Structural-Integrity3
Analysis-of-SA-387-Gr--91-welded-joints-crack-resista_2021_Procedia-Structur5
Application-of-Design-of-Experiments-to-Foreign-Ob_2021_Procedia-Structural-12
Application-of-modified-Locati-method-in-fatigue-stren_2021_Procedia-Structu18
Comparison-of-Findley-and-MWCM-multiaxial-fatigue-metho_2021_Procedia-Struct23
Composite-material-selection-for-aircraft-structures-base_2021_Procedia-Stru28
Computational-analysis-of-the-influence-of-thermal-resid_2021_Procedia-Struc35
Design-of-the-levers-at-the-development-of-new-self-_2021_Procedia-Structura41
Digital-image-correlation-of-additively-manufactured-CF_2021_Procedia-Struct47
Digital-light-processing-in-photoelastic-models-produ_2021_Procedia-Structur53
Explicit-solution-of-Rice-Lalanne-peak-probability-distri_2021_Procedia-Stru58
Failure-analysis-of-a-ruptured-compressor-press_2021_Procedia-Structural-Int65
Fatigue-life-prediction-of-Electric-RaceAbout--ERA_2021_Procedia-Structural-70
Fatigue-response-of-selective-laser-melted-Ti-6Al-4V_2021_Procedia-Structura76
Finite-element-shape-optimization-of-weld-orientation-in-s_2021_Procedia-Str83
Fracture-behavior-of-intact-and-defected-3D-pri_2021_Procedia-Structural-Int88
Influence-of-local-differences-in-microstructure-and-har_2021_Procedia-Struc94
Influence-of-local-residual-stresses-on-fatigue-c_2021_Procedia-Structural-I101
Influence-of-second-phase-particles-on-fracture-behavi_2021_Procedia-Structu106
Integrity-reconstruction-of-damaged-transporting-pipelin_2021_Procedia-Struc111
Layered-model-of-crack-growth-in-concrete-beams_2021_Procedia-Structural-Int118
Material-models-and-mechanical-properties-of-titanium-_2021_Procedia-Structu124
Model-uncertainty-in-diffusion-coefficient-for-chlo_2021_Procedia-Structural130
Numerical-modeling-of-kinetic-regularities-of-yield-platea_2021_Procedia-Str137
Numerical-simulation-of-concrete-cylinders-based-o_2021_Procedia-Structural-143
On-the-definition-of-RVE-size-in-simulations-of-mesoscal_2021_Procedia-Struc150

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