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Response of Granular Soil along Constant Stress Increment Ratio Path
Publisher: American Society of Civil Engineers
Abstract: The stress‐strain response of a granular soil along constant stress increment ratio paths is experimentally investigated for the condition of
Stress Intensity Factor Using Quarter Point Element
Publisher: American Society of Civil Engineers
Abstract: The finite element analysis to determine stress intensity factors (SIF's) is complex but useful. It is complex due to the stress singularity that exists at the crack tip, which requires a large number of conventional ...