A finite deformation brick element with inhomogeneous mode enhancement
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Peter Wriggers | Stefan Loehnert | Dana Mueller-Hoeppe | P. Wriggers | S. Loehnert | D. Mueller-Hoeppe
[1] J. C. Rice,et al. On numerically accurate finite element solutions in the fully plastic range , 1990 .
[2] Francisco Armero,et al. On the formulation of enhanced strain finite elements in finite deformations , 1997 .
[3] Peter Wriggers,et al. A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS , 1996 .
[4] B. Wohlmuth,et al. Locking-free finite element methods for linear and nonlinear elasticity in 2D and 3D , 2007 .
[5] Francisco Armero,et al. Assumed strain finite element methods for conserving temporal integrations in non‐linear solid dynamics , 2008 .
[6] Peter Wriggers,et al. Response of a nonlinear elastic general Cosserat brick element in simulations typically exhibiting locking and hourglassing , 2005 .
[7] E. Wilkes. ON THE STABILITY OF A CIRCULAR TUBE UNDER END THRUST , 1955 .
[8] L. P. Bindeman,et al. Assumed strain stabilization of the eight node hexahedral element , 1993 .
[9] Stefanie Reese,et al. A new stabilization technique for finite elements in non-linear elasticity , 1999 .
[10] N. S. Ottosen,et al. Accurate eight‐node hexahedral element , 2007 .
[11] Peter Wriggers,et al. On enhanced strain methods for small and finite deformations of solids , 1996 .
[12] S. Reese. On a physically stabilized one point finite element formulation for three-dimensional finite elasto-plasticity , 2005 .
[13] Peter Wriggers,et al. Consistent gradient formulation for a stable enhanced strain method for large deformations , 1996 .
[14] Ekkehard Ramm,et al. EAS‐elements for two‐dimensional, three‐dimensional, plate and shell structures and their equivalence to HR‐elements , 1993 .
[15] K. Bathe,et al. A finite element formulation for nonlinear incompressible elastic and inelastic analysis , 1987 .
[16] S. Reese,et al. A new locking-free brick element technique for large deformation problems in elasticity ☆ , 2000 .
[17] J. M. Kennedy,et al. Hourglass control in linear and nonlinear problems , 1983 .
[18] Peter Wriggers,et al. A new finite element based on the theory of a Cosserat point—extension to initially distorted elements for 2D plane strain , 2007 .
[19] M. Rubin. Numerical solution of axisymmetric nonlinear elastic problems including shells using the theory of a Cosserat point , 2005 .
[20] T. Belytschko,et al. Efficient implementation of quadrilaterals with high coarse-mesh accuracy , 1986 .
[21] M. Rubin,et al. A new 3-D finite element for nonlinear elasticity using the theory of a Cosserat point , 2003 .
[22] J. C. Simo,et al. Geometrically non‐linear enhanced strain mixed methods and the method of incompatible modes , 1992 .
[23] J. C. Simo,et al. Variational and projection methods for the volume constraint in finite deformation elasto-plasticity , 1985 .
[24] Yavuz Başar,et al. Finite-rotation shell elements for the analysis of finite-rotation shell problems , 1992 .
[25] R. L. Harder,et al. A proposed standard set of problems to test finite element accuracy , 1985 .
[26] Eric P. Kasper,et al. A mixed-enhanced strain method , 2000 .
[27] J. C. Simo,et al. A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES , 1990 .
[28] Edward L. Wilson,et al. Incompatible Displacement Models , 1973 .
[29] Robert L. Taylor,et al. A mixed-enhanced strain method: Part II: Geometrically nonlinear problems , 2000 .
[30] Robert L. Taylor,et al. Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems☆ , 1993 .