New PDF release: Asme Viii Pressure Vessels Design And Practice

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Extra resources for Asme Viii Pressure Vessels Design And Practice

Example text

2 Stress intensity Let us indicate the principal stresses by  1,  2, and  3. Then we define the stress differences by: S1;2 ¼ 1 À 2 ; S2;3 ¼ 2 À 3 ; S1;3 ¼ 1 À 3 ð4:1Þ The stress intensity, SI, is then the largest absolute value of the stress differences, or in other words     Ã Â SI ¼ max S1;2 ; S2;3 ; S1;3  ð4:2Þ The computed stress intensity is then compared with the material allowables taking into consideration the nature of the loading. The material allowables are based on yield and ultimate strength of the material with an implied factor of safety.

Generally primary stresses result from an applied mechanical load, such as a pressure load. The concept of equilibrium is based on a monotonic load and a lower bound limit load Copyright 2005 by CRC Press, Inc. All Rights Reserved. (for a discussion on limit load and the lower bound theorem see Appendix C). ’’ A further elaboration of primary stresses is provided in a definition by Pastor and Hechmer where they state: Primary stresses are those that can cause ductile rupture or a complete loss of load-carrying capability due to plastic collapse of the structure upon a single application of load.

Problems 1. Determine the interaction curve for a thin-walled I-beam of height h and width h/2 and having a wall thickness of t (t<

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Asme Viii Pressure Vessels Design And Practice


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