Analysis on Parameters in Duncan-Chang Constitutive Model

Bo Zhang

doi:10.4028/www.scientific.net/AMR.368-373.2900

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Analysis on Parameters in Duncan-Chang...

Analysis on Parameters in Duncan-Chang Constitutive Model

Abstract:

Duncan—Chang constitutive model is widely used for it reflecting the main property—nonlinearity of soil. In the paper, the geotechnical Duncan—Chang constitutive model is introduced into ANSYS software by using the User Programmable Features (UPFS) of ANSYS. The calculation results with eight parameters variation in Duncan—Chang model are analyzed, which has much wider reference value for geotechnical engineering problems. The relative solution methods provide important reference for other constitutive models to be introduced into and analyzed in ANSYS program.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2900-2903

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.2900

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Online since:

October 2011

Authors:

Bo Zhang

Keywords:

Duncan-Chang Model, Effect Factor, Eight Parameters

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References

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