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The basic mathematics of the LS-DYNA concrete & geomaterials constitutive models are covered, with an emphasis on how the mathematics can aid the modeler in fitting constitutive models to the available laboratory data.The mechanics of the constitutive model are emphasized to provide the modeler with the insights necessary to easily separate cause and effect in these complicated constitutive models.Papers should adhere to the ACM formatting guidelines.Please submit your papers at: https://msrcmt.research.microsoft.com/XIMEP2005 paper submission, of up to 6 pages length.Exercises in fitting the LS-DYNA concrete & geomaterial constitutive models to typical laboratory data are used to illustrate the data and the constitutive models.

Authors are invited to submit original papers relevant to one or several broad XIME-P topics: implementation, experience, or perspectives.

Unlike most metals, whose strength is characterized by a single value obtained from a simple uniaxial stress test, concrete & geomaterial characterization requires a matrix of laboratory tests.

A knowledge of how these tests are performed, the form and format, of typical laboratory test data, and the interpretation of the data for use with a concrete or geomaterial constitutive model, is essential to becoming a successful concrete & geomaterial modeler.

We also reduce the physical cost to the minimum (i.e.

linear to update volume) by carefully exploiting the virtual column feature of Monet DB to store pre numbers (virtual columns are never materialized, and thus need not be updated).

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