Title
Abaqus
Description
[Official Distributor Text]
Today, product simulation is often being performed by engineering groups using niche simulation tools from different vendors to simulate various design attributes. The use of multiple vendor software products creates inefficiencies and increases costs. SIMULIA delivers a scalable suite of unified analysis products that allow all users, regardless of their simulation expertise or domain focus, to collaborate and seamlessly share simulation data and approved methods without loss of information fidelity. The Abaqus Unified FEA product suite offers powerful and complete solutions for both routine and sophisticated engineering problems covering a vast spectrum of industrial applications. In the automotive industry engineering work groups are able to consider full vehicle loads, dynamic vibration, multibody systems, impact/crash, nonlinear static, thermal coupling, and acoustic-structural coupling using a common model data structure and integrated solver technology. Best-in-class companies are taking advantage of Abaqus Unified FEA to consolidate their processes and tools, reduce costs and inefficiencies, and gain a competitive advantage.
License & Website
Available Constitutive Models
Clay Hypoplasticity (Mašín, 2014)
David Mašín||Constitutive Models|4 |SANISAND (Dafalias and Manzari, 2004)
Yannis Dafalias||Constitutive Models|2 |Sand Hypoplasticity (von Wolffersdorff, 1996)
Peter-Andreas von Wolffersdorff||Constitutive Models|5 |Barodesy (Kolymbas, Medicus, Schneider-Muntau, Fellin)
Dimitrios Kolymbas||Constitutive Models|0 |Hypoplastic Interface Model (Stutz et al., 2016)
Hans Henning Stutz||Constitutive Models|3 |Hypoplastic Model for Thermal Cycles (Ma et al., 2017)
Qijie Ma||Constitutive Models|0 |A High-Cycle Accumulation Model for Sand (Niemunis et al., 2005)
SoilModels Admin||Constitutive Models|0 |Intergranular Strain Extensions
Luis Mugele||Constitutive Models|0 |[Other constitutive models, not present in SoilModels database]
Mohr-Coulomb, Drucker-Prager, Modified Cam-Clay
what is the best practice in abaqus to simulate pile group with cap in sand under seismic motion of shaking table
In Abaqus how do we use *DLOAD for defining user-defined pressure and body force simultaneously?