DYNA3D

DYNA3D: A nonlinear, explicit, three-dimensional finite element code for solid and structural mechanics, User manual. This report is the User Manual for the 1993 version of DYNA3D, and also serves as a User Guide. DYNA3D is a nonlinear, explicit, finite element code for analyzing the transient dynamic response of three-dimensional solids and structures. The code is fully vectorized and is available on several computer platforms. DYNA3D includes solid, shell, beam, and truss elements to allow maximum flexibility in modeling physical problems. Many material models are available to represent a wide range of material behavior, including elasticity, plasticity, composites, thermal effects, and rate dependence. In addition, DYNA3D has a sophisticated contact interface capability, including frictional sliding and single surface contact. Rigid materials provide added modeling flexibility. A material model driver with interactive graphics display is incorporated into DYNA3D to permit accurate modeling of complex material response based on experimental data. Along with the DYNA3D Example Problem Manual, this document provides the information necessary to apply DYNA3D to solve a wide range of engineering analysis problems.


References in zbMATH (referenced in 98 articles )

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  1. Josyula, Kartik; Rahul; De, Suvranu: A level set approach for shock-induced (\alpha-\gamma) phase transition of RDX (2018)
  2. Mohd Nor, M. K.; Ma’at, N.; Ho, C. S.: An anisotropic elastoplastic constitutive formulation generalised for orthotropic materials (2018)
  3. Liu, M. B.; Zhang, Z. L.; Feng, D. L.: A density-adaptive SPH method with kernel gradient correction for modeling explosive welding (2017)
  4. Cangiani, A.; Manzini, G.; Russo, A.; Sukumar, N.: Hourglass stabilization and the virtual element method (2015)
  5. Carson, R. A.; Sahni, O.: Study of the relevant geometric parameters of the channel leak method for blast overpressure attenuation for a large caliber cannon (2015)
  6. Fogg, Harold J.; Armstrong, Cecil G.; Robinson, Trevor T.: Automatic generation of multiblock decompositions of surfaces (2015)
  7. Danielson, Kent T.: Fifteen node tetrahedral elements for explicit methods in nonlinear solid dynamics (2014)
  8. Jia, Zupeng; Gong, Xiangfei; Zhang, Shudao; Liu, Jun: Two new three-dimensional contact algorithms for staggered Lagrangian hydrodynamics (2014)
  9. Thiyahuddin, M. I.; Gu, Y. T.; Gover, R. B.; Thambiratnam, D. P.: Fluid-structure interaction analysis of full scale vehicle-barrier impact using coupled SPH-FEA (2014)
  10. Vignjevic, R.; Djordjevic, N.; Gemkow, S.; De Vuyst, T.; Campbell, J.: SPH as a nonlocal regularisation method: solution for instabilities due to strain-softening (2014)
  11. Feng, D. L.; Liu, M. B.; Li, H. Q.; Liu, G. R.: Smoothed particle hydrodynamics modeling of linear shaped charge with jet formation and penetration effects (2013)
  12. Kumar Sambasivan, Shiv; Shashkov, Mikhail J.; Burton, Donald E.: A cell-centered Lagrangian finite volume approach for computing elasto-plastic response of solids in cylindrical axisymmetric geometries (2013)
  13. Maheo, L.; Grolleau, V.; Rio, G.: Numerical damping of spurious oscillations: a comparison between the bulk viscosity method and the explicit dissipative Tchamwa-Wielgosz scheme (2013)
  14. Boman, R.; Ponthot, J.-P.: Efficient ALE mesh management for 3D quasi-Eulerian problems (2012)
  15. Boucard, P.-A.; Odièvre, D.; Gatuingt, F.: A parallel and multiscale strategy for the parametric study of transient dynamic problems with friction (2011)
  16. Danielson, Kent T.; O’Daniel, James L.: Reliable second-order hexahedral elements for explicit methods in nonlinear solid dynamics (2011)
  17. Maheo, L.; Rio, G.; Grolleau, V.: On the use of some numerical damping methods of spurious oscillations in the case of elastic wave propagation (2011)
  18. Christon, Mark A.: The consistency of pressure-gradient approximations used in multi-dimensional shock hydrodynamics (2010)
  19. Lahiri, Sudeep K.; Bonet, Javier; Peraire, Jaume: A variationally consistent mesh adaptation method for triangular elements in explicit Lagrangian dynamics (2010)
  20. de Micheli, P. O.; Mocellin, K.: A new efficient explicit formulation for linear tetrahedral elements non-sensitive to volumetric locking for infinitesimal elasticity and inelasticity (2009)

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