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RISUniaxial Cyclic Stress‐Strain Behavior of Structural Steel
Publisher: American Society of Civil Engineers
Abstract: A simple mathematical model for the uniaxial cyclic stress‐strain behavior of structural steel is proposed for arbitrary loading histories in the inelastic range. The model uses the monotonic and cyclic stress‐strain curves ...
Closure to “<i>Uniaxial Cyclic Stress‐Strain Behavior of Structural Steel</i>” by Nathaniel G. Cofie and Helmut Krawinkler (September,1985, Vol. 111, No. 9)
Publisher: American Society of Civil Engineers
Prediction of Collapse Stress for Pipes With Arbitrary Multiple Circumferential Surface Flaws
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: When a flaw is detected in a stainless steel piping system of a nuclear power plant during in-service inspection, the limit load estimation method provided in codes such as ASME Section XI ...
Failure Bending Moment for Pipes With an Arbitrary-Shaped Circumferential Flaw
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: When a flaw is detected in a stainless steel piping system, an evaluation has to be performed to determine its suitability for continued operation. The failure bending moment of the flawed ...