Soil Cambridge ANSYS model of secondary development. Pdf
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In geotechnical engineering numerical simulation model commonly used in Cambridge soil, the current ANSYS procedures can not direct application of Cambridge elastic-plastic model of soil analysis. Using ANSYS of the three secondary development tools - APDL, UIDL, UPFs Cambridge model will be added to the standard version of ANSYS, and the soil elastoplastic constitutive model of the second development, and through examples for the reliability of the procedures Verification. This paper for the development of ANSYS in geotechnical engineering aspects of the function of numerical calculation provides a draw, have a certain value.
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All languages:English Chinese (Simplified) Chinese (Traditional)
Disclaimer:isheu.com aims to provide an online platform for sharing data, not to infringe the intellectual property rights; if you found the file uploaded by users infringe intellectual property rights, please notify us via Email, we will deal with in a timely manner.
