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Robert L. Taylor - Publications

Affiliations: 
Civil and Environmental Engineering University of California, Berkeley, Berkeley, CA, United States 
Area:
Mechanics of solids, computational mechanics, finite element methods, finite element software
Website:
https://ce.berkeley.edu/people/faculty/taylor
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Year Citation  Score
2020 Palma R, Pérez-Aparicio JL, Taylor RL. Non-linear and hysteretical finite element formulation applied to magnetostrictive materials Computational Mechanics. 65: 1433-1445. DOI: 10.1007/S00466-020-01828-Y  0.519
2018 Palma R, Perez-Aparicio JL, Taylor RL. Dissipative Finite-Element Formulation Applied to Piezoelectric Materials With the Debye Memory Ieee-Asme Transactions On Mechatronics. 23: 856-863. DOI: 10.1109/Tmech.2018.2792308  0.473
2017 Crusells-Girona M, Filippou FC, Taylor RL. A mixed formulation for nonlinear analysis of cable structures Computers & Structures. 186: 50-61. DOI: 10.1016/J.Compstruc.2017.03.011  0.557
2016 De Angelis F, Taylor RL. A nonlinear finite element plasticity formulation without matrix inversions Finite Elements in Analysis and Design. 112: 11-25. DOI: 10.1016/J.Finel.2015.12.007  0.553
2015 De Angelis F, Taylor RL. An efficient return mapping algorithm for elastoplasticity with exact closed form solution of the local constitutive problem Engineering Computations (Swansea, Wales). 32: 2259-2291. DOI: 10.1108/Ec-06-2014-0138  0.504
2015 Auricchio F, Conti M, Ferraro M, Morganti S, Reali A, Taylor RL. Innovative and efficient stent flexibility simulations based on isogeometric analysis Computer Methods in Applied Mechanics and Engineering. 295: 347-361. DOI: 10.1016/J.Cma.2015.07.011  0.376
2015 Pérez-Aparicio JL, Palma R, Taylor RL. Multiphysics and Thermodynamic Formulations for Equilibrium and Non-equilibrium Interactions: Non-linear Finite Elements Applied to Multi-coupled Active Materials Archives of Computational Methods in Engineering. DOI: 10.1007/S11831-015-9149-9  0.471
2015 Jarzebski P, Wisniewski K, Taylor RL. On parallelization of the loop over elements in FEAP Computational Mechanics. 56: 77-86. DOI: 10.1007/S00466-015-1156-Z  0.429
2014 Dimitri R, De Lorenzis L, Scott MA, Wriggers P, Taylor RL, Zavarise G. Isogeometric large deformation frictionless contact using T-splines Computer Methods in Applied Mechanics and Engineering. 269: 394-414. DOI: 10.1016/J.Cma.2013.11.002  0.357
2013 Auricchio F, Da Veiga LB, Lovadina C, Reali A, Taylor RL, Wriggers P. Approximation of incompressible large deformation elastic problems: some unresolved issues Computational Mechanics. 52: 1153-1167. DOI: 10.1007/S00466-013-0869-0  0.552
2012 Pérez-Aparicio JL, Palma R, Taylor RL. Finite element analysis and material sensitivity of Peltier thermoelectric cells coolers International Journal of Heat and Mass Transfer. 55: 1363-1374. DOI: 10.1016/J.Ijheatmasstransfer.2011.08.031  0.477
2012 Govindjee S, Strain J, Mitchell TJ, Taylor RL. Convergence of an efficient local least-squares fitting method for bases with compact support Computer Methods in Applied Mechanics and Engineering. 213: 84-92. DOI: 10.1016/J.Cma.2011.11.017  0.358
2012 Palma R, Pérez-Aparicio JL, Taylor RL. Non-linear finite element formulation applied to thermoelectric materials under hyperbolic heat conduction model Computer Methods in Applied Mechanics and Engineering. 213: 93-103. DOI: 10.1016/J.Cma.2011.11.011  0.559
2012 Zavarise G, De Lorenzis L, Taylor RL. A non-consistent start-up procedure for contact problems with large load-steps Computer Methods in Applied Mechanics and Engineering. 205: 91-109. DOI: 10.1016/J.Cma.2011.02.018  0.436
2012 Sengupta A, Papadopoulos P, Taylor RL. A multiscale finite element method for modeling fully coupled thermomechanical problems in solids International Journal For Numerical Methods in Engineering. 91: 1386-1405. DOI: 10.1002/Nme.4320  0.759
2012 Artioli E, Marfia S, Sacco E, Taylor RL. A nonlinear plate finite element formulation for shape memory alloy applications International Journal For Numerical Methods in Engineering. 89: 1249-1271. DOI: 10.1002/Nme.3285  0.52
2011 Mitchell TJ, Govindjee S, Taylor RL. A method for enforcement of dirichlet boundary conditions in isogeometric analysis Recent Developments and Innovative Applications in Computational Mechanics. 283-293. DOI: 10.1007/978-3-642-17484-1_32  0.408
2011 Taylor RL. Isogeometric analysis of nearly incompressible solids International Journal For Numerical Methods in Engineering. 87: 273-288. DOI: 10.1002/Nme.3048  0.471
2009 Niekamp R, Markovic D, Ibrahimbegovic A, Matthies HG, Taylor RL. Multi‐scale modelling of heterogeneous structures with inelastic constitutive behavior Engineering Computations. 26: 6-28. DOI: 10.1108/02644400910924780  0.434
2009 Sengupta A, Papadopoulos P, Taylor RL. Multiscale finite element modeling of superelasticity in Nitinol polycrystals Computational Mechanics. 43: 573-584. DOI: 10.1007/S00466-008-0331-X  0.742
2007 Pérez-Aparicio JL, Taylor RL, Gavela D. Finite element analysis of nonlinear fully coupled thermoelectric materials Computational Mechanics. 40: 35-45. DOI: 10.1007/S00466-006-0080-7  0.504
2006 Rojek J, Oñate E, Taylor RL. CBS-based stabilization in explicit solid dynamics International Journal For Numerical Methods in Engineering. 66: 1547-1568. DOI: 10.1002/Nme.1689  0.553
2006 Sherwin SJ, Kirby RM, Peiró J, Taylor RL, Zienkiewicz OC. On 2D elliptic discontinuous Galerkin methods International Journal For Numerical Methods in Engineering. 65: 752-784. DOI: 10.1002/Nme.1466  0.494
2005 Markovic D, Niekamp R, Ibrahimbegović A, Matthies HG, Taylor RL. Multi-scale modeling of heterogeneous structures with inelastic constitutive behaviour: Part I - Physical and mathematical aspects Engineering Computations (Swansea, Wales). 22: 664-683. DOI: 10.1108/02644400510603050  0.335
2004 Kasper EP, Taylor RL. Mixed-enhanced formulation for finite deformation axisymmetric-torsion International Journal For Numerical Methods in Engineering. 60: 341-360. DOI: 10.1002/Nme.965  0.546
2004 Onate E, Rojek J, Taylor RL, Zienkiewicz OC. Finite calculus formulation for incompressible solids using linear triangles and tetrahedra International Journal For Numerical Methods in Engineering. 59: 1473-1500. DOI: 10.1002/Nme.922  0.552
2004 Taylor RL, Govindjee S. Solution of clamped rectangular plate problems Communications in Numerical Methods in Engineering. 20: 757-765. DOI: 10.1002/Cnm.652  0.482
2003 Oñate E, Taylor R, Zienkiewicz OC, Rojek J. A residual correction method based on finite calculus Engineering Computations. 20: 629-658. DOI: 10.1108/02644400310488790  0.517
2003 Ibrahimbegovic A, Taylor RL, Lim H. Non-linear dynamics of flexible multibody systems Computers & Structures. 81: 1113-1132. DOI: 10.1016/S0045-7949(03)00032-4  0.466
2003 Taylor RL, Filippou FC, Saritas A, Auricchio F. A mixed finite element method for beam and frame problems Computational Mechanics. 31: 192-203. DOI: 10.1007/S00466-003-0410-Y  0.481
2003 Zienkiewicz OC, Taylor RL, Sherwin SJ, Peiró J. On discontinuous Galerkin methods International Journal For Numerical Methods in Engineering. 58: 1119-1148. DOI: 10.1002/Nme.884  0.428
2002 Ibrahimbegovic A, Taylor RL. On the role of frame-invariance in structural mechanics models at finite rotations Computer Methods in Applied Mechanics and Engineering. 191: 5159-5176. DOI: 10.1016/S0045-7825(02)00442-5  0.483
2002 Engel G, Garikipati K, Hughes T, Larson M, Mazzei L, Taylor R. Continuous/discontinuous finite element approximations of fourth-order elliptic problems in structural and continuum mechanics with applications to thin beams and plates, and strain gradient elasticity Computer Methods in Applied Mechanics and Engineering. 191: 3669-3750. DOI: 10.1016/S0045-7825(02)00286-4  0.505
2002 Kasper EP, Taylor RL. Mixed‐enhanced formulation for geometrically linear axisymmetric problems International Journal For Numerical Methods in Engineering. 53: 2061-2086. DOI: 10.1002/Nme.373  0.534
2001 Lim H, Taylor RL. An explicit-implicit method for flexible-rigid multibody systems Finite Elements in Analysis and Design. 37: 881-900. DOI: 10.1016/S0168-874X(01)00073-7  0.434
2001 Luccioni LX, Pestana JM, Taylor RL. Finite element implementation of non-linear elastoplastic constitutive laws using local global explicit algorithms with automatic error control International Journal For Numerical Methods in Engineering. 50: 1191-1212. DOI: 10.1002/1097-0207(20010220)50:5<1191::Aid-Nme73>3.0.Co;2-T  0.513
2000 Ibrahimbegović A, Mamouri S, Taylor RL, Chen AJ. Finite Element Method in Dynamics of Flexible Multibody Systems: Modeling of Holonomic Constraints and Energy Conserving Integration Schemes Multibody System Dynamics. 4: 195-223. DOI: 10.1023/A:1009867627506  0.467
2000 Adams M, Taylor RL. Parallel multigrid solvers for 3D-unstructured large deformation elasticity and plasticity finite element problems Finite Elements in Analysis and Design. 36: 197-214. DOI: 10.1016/S0168-874X(00)00033-0  0.592
2000 Kasper EP, Taylor RL. A mixed-enhanced strain method: Part II: Geometrically nonlinear problems Computers & Structures. 75: 251-260. DOI: 10.1016/S0045-7949(99)00135-2  0.509
2000 Kasper EP, Taylor RL. Mixed-enhanced strain method. Part I: Geometrically linear problems Computers and Structures. 75: 237-250. DOI: 10.1016/S0045-7949(99)00134-0  0.545
2000 Piltner R, Taylor RL. Triangular finite elements with rotational degrees of freedom and enhanced strain modes Computers and Structures. 75: 361-368. DOI: 10.1016/S0045-7949(99)00095-4  0.451
2000 Taylor RL. A mixed-enhanced formulation tetrahedral finite elements International Journal For Numerical Methods in Engineering. 47: 205-227. DOI: 10.1002/(Sici)1097-0207(20000110/30)47:1/3<205::Aid-Nme768>3.0.Co;2-J  0.535
1999 Auricchio F, Taylor RL. A return-map algorithm for general associative isotropic elasto-plastic materials in large deformation regimes International Journal of Plasticity. 15: 1359-1378. DOI: 10.1016/S0749-6419(99)00044-3  0.415
1999 Piltner RE, Taylor RL. A systematic construction of B‐bar functions for linear and non‐linear mixed‐enhanced finite elements for plane elasticity problems International Journal For Numerical Methods in Engineering. 44: 615-639. DOI: 10.1002/(Sici)1097-0207(19990220)44:5<615::Aid-Nme518>3.0.Co;2-U  0.534
1998 Doghri I, Muller A, Taylor RL. A general three‐dimensional contact procedure for implicit finite element codes Engineering Computations. 15: 233-259. DOI: 10.1108/02644409810202639  0.536
1998 Taylor RL, Zienkiewicz OC, Oñate E. A hierarchical finite element method based on the partition of unity Computer Methods in Applied Mechanics and Engineering. 152: 73-84. DOI: 10.1016/S0045-7825(97)00182-5  0.499
1997 Zienkiewicz OC, Taylor RL. The finite element patch test revisited a computer test for convergence, validation and error estimates Computer Methods in Applied Mechanics and Engineering. 149: 223-254. DOI: 10.1016/S0045-7825(97)00085-6  0.444
1997 Auricchio F, Taylor RL, Lubliner J. Shape-memory alloys: macromodelling and numerical simulations of the superelastic behavior Computer Methods in Applied Mechanics and Engineering. 146: 281-312. DOI: 10.1016/S0045-7825(96)01232-7  0.331
1997 Auricchio F, Taylor RL. Shape-memory alloys: modelling and numerical simulations of the finite-strain superelastic behavior Computer Methods in Applied Mechanics and Engineering. 143: 175-194. DOI: 10.1016/S0045-7825(96)01147-4  0.419
1996 PAPADOPOULOS P, TAYLOR RL. A GENERALIZED NEWTON METHOD FOR HIGHER-ORDER FINITE ELEMENT APPROXIMATIONS IN NON-LINEAR ELASTICITY International Journal For Numerical Methods in Engineering. 39: 2635-2646. DOI: 10.1002/(Sici)1097-0207(19960815)39:15<2635::Aid-Nme970>3.0.Co;2-M  0.715
1995 Papadopoulos P, Taylor RL. On the loading/unloading conditions of infinitesimal discrete elastoplasticity Engineering Computations. 12: 373-383. DOI: 10.1108/02644409510799668  0.628
1995 Auricchio F, Taylor RL. Two material models for cyclic plasticity: nonlinear kinematic hardening and generalized plasticity International Journal of Plasticity. 11: 65-98. DOI: 10.1016/0749-6419(94)00039-5  0.445
1995 Auricchio F, Taylor RL. A triangular thick plate finite element with an exact thin limit Finite Elements in Analysis and Design. 19: 57-68. DOI: 10.1016/0168-874X(94)00057-M  0.506
1995 Matzenmiller A, Lubliner J, Taylor RL. A constitutive model for anisotropic damage in fiber-composites Mechanics of Materials. 20: 125-152. DOI: 10.1016/0167-6636(94)00053-0  0.331
1995 Piltner RE, Taylor RL. A Quadrilateral Mixed Finite Element with Two Enhanced Strain Modes International Journal For Numerical Methods in Engineering. 38: 1783-1808. DOI: 10.1002/Nme.1620381102  0.45
1994 Auricchio F, Taylor RL. A generalized visco-plasticity model and its algorithmic implementation Computers & Structures. 53: 637-647. DOI: 10.1016/0045-7949(94)90107-4  0.422
1994 Auricchio F, Taylor RL. A shear deformable plate element with an exact thin limit Computer Methods in Applied Mechanics and Engineering. 118: 393-412. DOI: 10.1016/0045-7825(94)90009-4  0.502
1994 Papadopoulos P, Taylor RL. On the application of multi-step integration methods to infinitesimal elastoplasticity International Journal For Numerical Methods in Engineering. 37: 3169-3184. DOI: 10.1002/Nme.1620371810  0.687
1994 Auricchio F, Taylor RL. A generalized elastoplastic plate theory and its algorithmic implementation International Journal For Numerical Methods in Engineering. 37: 2583-2608. DOI: 10.1002/Nme.1620371506  0.4
1994 Matzenmiller A, Taylor RL. A return mapping algorithm for isotropic elastoplasticity International Journal For Numerical Methods in Engineering. 37: 813-826. DOI: 10.1002/Nme.1620370507  0.397
1993 Hofstetter G, Simo JC, Taylor RL. A modified cap model: Closest point solution algorithms Computers & Structures. 46: 203-214. DOI: 10.1016/0045-7949(93)90185-G  0.444
1993 Papadopoulos P, Taylor RL. A simple algorithm for three-dimensional finite element analysis of contact problems Computers and Structures. 46: 1107-1118. DOI: 10.1016/0045-7949(93)90096-V  0.745
1993 Simo JC, Armero F, Taylor RL. Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems Computer Methods in Applied Mechanics and Engineering. 110: 359-386. DOI: 10.1016/0045-7825(93)90215-J  0.739
1993 Lubliner J, Taylor RL, Auricchio F. A new model of generalized plasticity and its numerical implementation International Journal of Solids and Structures. 30: 3171-3184. DOI: 10.1016/0020-7683(93)90146-X  0.52
1993 Eberlein R, Wriggers P, Taylor RL. A fully non‐linear axisymmetrical quasi‐kirchhoff‐type shell element for rubber‐like materials International Journal For Numerical Methods in Engineering. 36: 4027-4043. DOI: 10.1002/Nme.1620362307  0.53
1993 Taylor RL, Auricchio F. Linked interpolation for Reissner‐Mindlin plate elements: Part II—A simple triangle International Journal For Numerical Methods in Engineering. 36: 3057-3066. DOI: 10.1002/Nme.1620361803  0.5
1993 Taylor RL, Papadopoulos P. On a finite element method for dynamic contact/impact problems International Journal For Numerical Methods in Engineering. 36: 2123-2140. DOI: 10.1002/Nme.1620361211  0.724
1992 Weissman SL, Taylor RL. A unified approach to mixed finite element methods: Application to in-plane problems Computer Methods in Applied Mechanics and Engineering. 98: 127-151. DOI: 10.1016/0045-7825(92)90172-G  0.544
1992 Weissman SL, Taylor RL. Mixed formulations for plate bending elements Computer Methods in Applied Mechanics and Engineering. 94: 391-427. DOI: 10.1016/0045-7825(92)90062-O  0.528
1992 Papadopoulos P, Taylor RL. A mixed formulation for the finite element solution of contact problems Computer Methods in Applied Mechanics and Engineering. 94: 373-389. DOI: 10.1016/0045-7825(92)90061-N  0.752
1992 Gruttmann F, Taylor RL. Theory and finite element formulation of rubberlike membrane shells using principal stretches International Journal For Numerical Methods in Engineering. 35: 1111-1126. DOI: 10.1002/Nme.1620350511  0.488
1992 Oñate E, Zienkiewicz OC, Suarez B, Taylor RL. A general methodology for deriving shear constrained Reissner‐Mindlin plate elements International Journal For Numerical Methods in Engineering. 33: 345-367. DOI: 10.1002/Nme.1620330208  0.491
1992 Weissman SL, Taylor RL. Treatment of internal constraints by mixed finite element methods: Unification of concepts International Journal For Numerical Methods in Engineering. 33: 131-141. DOI: 10.1002/Nme.1620330109  0.529
1991 Kasti NA, Lubliner J, Taylor RL. A Numerical Solution For The Coupled Quasi-Static Linear Thermoelastic Problem Journal of Thermal Stresses. 14: 333-349. DOI: 10.1080/01495739108927071  0.48
1991 Papadopoulos P, Taylor RL. An analysis of inelastic Reissner-Mindlin plates Finite Elements in Analysis and Design. 10: 221-233. DOI: 10.1016/0168-874X(91)90010-V  0.73
1991 Weissman SL, Taylor RL. Four-node axisymmetric element based upon the Hellinger-Reissner functional Computer Methods in Applied Mechanics and Engineering. 85: 39-55. DOI: 10.1016/0045-7825(91)90121-L  0.485
1991 Simo JC, Taylor RL. Quasi-incompressible finite elasticity in principal stretches. Continuum basis and numerical algorithms Applied Mechanics and Engineering. 85: 273-310. DOI: 10.1016/0045-7825(91)90100-K  0.543
1991 Carpenter NJ, Taylor RL, Katona MG. Lagrange constraints for transient finite element surface contact International Journal For Numerical Methods in Engineering. 32: 103-128. DOI: 10.1002/Nme.1620320107  0.509
1990 Papadopoulos P, Taylor RL. Elasto-Plastic Analysis of Reissner-Mindlin Plates Applied Mechanics Reviews. 43: S40-S50. DOI: 10.1115/1.3120846  0.728
1990 Wriggers P, Taylor RL. A fully non‐linear axisymmetrical membrane element for rubber‐like materials Engineering Computations. 7: 303-310. DOI: 10.1108/Eb023817  0.449
1990 Wiśniewski K, Taylor RL. Decomposition of the initial stability problem for a cylindrical shell under non-symmetric loads Engineering Computations. 7: 90-100. DOI: 10.1108/Eb023797  0.47
1990 Zienkiewicz O, Taylor R, Papadopoulos P, Oñate E. Plate bending elements with discrete constraints: New triangular elements Computers & Structures. 35: 505-522. DOI: 10.1016/0045-7949(90)90072-A  0.719
1990 Weissman SL, Taylor RL. Resultant fields for mixed plate bending elements Computer Methods in Applied Mechanics and Engineering. 79: 321-355. DOI: 10.1016/0045-7825(90)90067-V  0.49
1990 Papadopoulos P, Taylor RL. A triangular element based on Reissner-Mindlin plate theory International Journal For Numerical Methods in Engineering. 30: 1029-1049. DOI: 10.1002/Nme.1620300506  0.692
1990 Ibrahimbegovic A, Taylor RL, Wilson EL. A robust quadrilateral membrane finite element with drilling degrees of freedom International Journal For Numerical Methods in Engineering. 30: 445-457. DOI: 10.1002/Nme.1620300305  0.499
1990 Piltner R, Taylor RL. A boundary element algorithm using compatible boundary displacements and tractions International Journal For Numerical Methods in Engineering. 29: 1323-1341. DOI: 10.1002/Nme.1620290614  0.441
1990 Chen HC, Taylor RL. Vibration analysis of fluid-solid systems using a finite element displacement formulation International Journal For Numerical Methods in Engineering. 29: 683-698. DOI: 10.1002/Nme.1620290402  0.465
1990 Hoff C, Taylor RL. Higher derivative explicit one step methods for non-linear dynamic problems. Part II: Practical calculations and comparisons with other higher order methods International Journal For Numerical Methods in Engineering. 29: 291-301. DOI: 10.1002/Nme.1620290206  0.356
1990 Hoff C, Taylor RL. Higher derivative explicit one step methods for non‐linear dynamic problems. Part I: Design and theory International Journal For Numerical Methods in Engineering. 29: 275-290. DOI: 10.1002/Nme.1620290205  0.443
1990 Ibrahimbegovic A, Chen HC, Wilson EL, Taylor RL. Ritz method for dynamic analysis of large discrete linear systems with non‐proportional damping Earthquake Engineering &Amp; Structural Dynamics. 19: 877-889. DOI: 10.1002/Eqe.4290190608  0.401
1990 Chen HC, Taylor RL. Solution of viscously damped linear systems using a set of load‐dependent vectors Earthquake Engineering & Structural Dynamics. 19: 653-665. DOI: 10.1002/Eqe.4290190503  0.372
1990 Hofstetter G, Taylor RL. Non-associative Drucker-Prager plasticity at finite strains Communications in Applied Numerical Methods. 6: 583-589. DOI: 10.1002/Cnm.1630060803  0.42
1989 Chen HC, Taylor RL. Using Lanczos vectors and Ritz vectors for computing dynamic responses Engineering Computations. 6: 151-157. DOI: 10.1108/Eb023769  0.301
1989 Simo JC, Kennedy JG, Taylor RL. Complementary mixed finite element formulations for elastoplasticity Applied Mechanics and Engineering. 74: 177-206. DOI: 10.1016/0045-7825(89)90102-3  0.578
1988 Simo JC, Ju J, Pister KS, Taylor RL. Assessment of cap model: consistent return algorithms and rate-dependent extension Journal of Engineering Mechanics-Asce. 114: 191-218. DOI: 10.1061/(Asce)0733-9399(1988)114:2(191)  0.385
1988 Chen HC, Taylor RL. Solution Of Eigenproblems For Damped Structural Systems By The Lanczos Algorithm Computers & Structures. 30: 151-161. DOI: 10.1016/0045-7949(88)90223-4  0.409
1986 Zienkiewicz OC, Qu S, Taylor RL, Nakazawa S. The patch test for mixed formulations International Journal For Numerical Methods in Engineering. 23: 1873-1883. DOI: 10.1002/Nme.1620231007  0.401
1986 Simo JC, Wriggers P, Schweizerhof KH, Taylor RL. Finite deformation post‐buckling analysis involving inelasticity and contact constraints International Journal For Numerical Methods in Engineering. 23: 779-800. DOI: 10.1002/Nme.1620230504  0.532
1986 Simo JC, Taylor RL. A return mapping algorithm for plane stress elastoplasticity International Journal For Numerical Methods in Engineering. 22: 649-670. DOI: 10.1002/Nme.1620220310  0.399
1986 Taylor RL, Simo JC, Zienkiewicz OC, Chan ACH. The patch test—a condition for assessing FEM convergence International Journal For Numerical Methods in Engineering. 22: 39-62. DOI: 10.1002/Nme.1620220105  0.337
1985 Taylor RL. Solution of linear equations by a profile solver Engineering Computations. 2: 344-350. DOI: 10.1108/Eb023634  0.379
1985 Simo JC, Wriggers P, Taylor RL. A perturbed Lagrangian formulation for the finite element solution of contact problems Computer Methods in Applied Mechanics and Engineering. 50: 163-180. DOI: 10.1016/0045-7825(85)90088-X  0.526
1985 Simo JC, Taylor RL. Consistent tangent operators for rate-independent elastoplasticity☆ Computer Methods in Applied Mechanics and Engineering. 48: 101-118. DOI: 10.1016/0045-7825(85)90070-2  0.451
1985 Simo JC, Taylor RL, Pister KS. Variational and projection methods for the volume constraint in finite deformation elasto-plasticity Computer Methods in Applied Mechanics and Engineering. 51: 177-208. DOI: 10.1016/0045-7825(85)90033-7  0.417
1984 Nour‐Omid B, Taylor RL. An algorithm for assembly of stiffness matrices into a compacted data structure Engineering Computations. 1: 312-317. DOI: 10.1108/Eb023585  0.405
1984 Simo JC, Hjelmstad KD, Taylor RL. Numerical formulations of elasto-viscoplastic response of beams accounting for the effect of shear Computer Methods in Applied Mechanics and Engineering. 42: 301-330. DOI: 10.1016/0045-7825(84)90011-2  0.507
1984 Zienkiewicz OC, Wood WL, Hine NW, Taylor RL. A unified set of single step algorithms. Part 1: General formulation and applications International Journal For Numerical Methods in Engineering. 20: 1529-1552. DOI: 10.1002/Nme.1620200814  0.386
1983 Nour-Omid B, Parlett BN, Taylor RL. A Newton-Lanczos method for solution of non-linear finite element equations Computers and Structures. 16: 241-252. DOI: 10.1016/0045-7949(83)90164-5  0.527
1983 Pinsky PM, Ortiz M, Taylor RL. Operator split methods in the numerical solution of the finite deformation elastoplastic dynamic problem Computers and Structures. 17: 345-359. DOI: 10.1016/0045-7949(83)90126-8  0.788
1983 Ortiz M, Pinsky PM, Taylor RL. Unconditionally stable element-by-element algorithms for dynamic problems Computer Methods in Applied Mechanics and Engineering. 36: 223-239. DOI: 10.1016/0045-7825(83)90114-7  0.802
1983 Ortiz M, Pinsky PM, Taylor RL. Operator split methods for the numerical solution of the elastoplastic dynamic problem Computer Methods in Applied Mechanics and Engineering. 39: 137-157. DOI: 10.1016/0045-7825(83)90018-X  0.774
1983 Medina F, Taylor RL. Finite element techniques for problems of unbounded domains International Journal For Numerical Methods in Engineering. 19: 1209-1226. DOI: 10.1002/Nme.1620190808  0.551
1983 Nour-Omid B, Parlett BN, Taylor RL. Lanczos versus subspace iteration for solution of eigenvalue problems International Journal For Numerical Methods in Engineering. 19: 859-871. DOI: 10.1002/Nme.1620190608  0.385
1982 Simo JC, Taylor RL. Penalty function formulations for incompressible nonlinear elastostatics Computer Methods in Applied Mechanics and Engineering. 35: 107-118. DOI: 10.1016/0045-7825(82)90035-4  0.407
1981 Kanok-Nukulchai W, Taylor RL, Hughes TJ. A large deformation formulation for shell analysis by the finite element method Computers & Structures. 13: 19-27. DOI: 10.1016/0045-7949(81)90105-X  0.579
1980 Zienkiewicz OC, Wood WL, Taylor RL. An alternative single‐step algorithm for dynamic problems Earthquake Engineering & Structural Dynamics. 8: 31-40. DOI: 10.1002/Eqe.4290080104  0.41
1979 Hughes TJR, Pister KS, Taylor RL. Implicit-explicit finite elements in nonlinear transient analysis Computer Methods in Applied Mechanics and Engineering. 17: 159-182. DOI: 10.1016/0045-7825(79)90086-0  0.508
1978 Hughes TJR, Taylor RL. Unconditionally stable algorithms for quasi-static elasto/visco-plastic finite element analysis Computers and Structures. 8: 169-173. DOI: 10.1016/0045-7949(78)90019-6  0.502
1977 Hughes TJR, Taylor RL, Kanoknukulchai W. A simple and efficient finite element for plate bending International Journal For Numerical Methods in Engineering. 11: 1529-1543. DOI: 10.1002/Nme.1620111005  0.517
1977 Hilber HM, Hughes TJR, Taylor RL. Improved numerical dissipation for time integration algorithms in structural dynamics Earthquake Engineering & Structural Dynamics. 5: 283-292. DOI: 10.1002/Eqe.4290050306  0.374
1976 Hughes TJ, Taylor RL, Sackman JL, Curnier A, Kanoknukulchai W. A finite element method for a class of contact-impact problems Computer Methods in Applied Mechanics and Engineering. 8: 249-276. DOI: 10.1016/0045-7825(76)90018-9  0.522
1976 Hughes TJ, Hilber HM, Taylor RL. A reduction scheme for problems of structural dynamics International Journal of Solids and Structures. 12: 749-767. DOI: 10.1016/0020-7683(76)90040-8  0.446
1976 Taylor RL, Beresford PJ, Wilson EL. A non‐conforming element for stress analysis International Journal For Numerical Methods in Engineering. 10: 1211-1219. DOI: 10.1002/Nme.1620100602  0.387
1974 Iding RH, Pister KS, Taylor RL. Identification of nonlinear elastic solids by a finite element method Computer Methods in Applied Mechanics and Engineering. 4: 121-142. DOI: 10.1016/0045-7825(74)90030-9  0.537
1972 Taylor RL. On completeness of shape functions for finite element analysis International Journal For Numerical Methods in Engineering. 4: 17-22. DOI: 10.1002/Nme.1620040105  0.531
1971 Zienkiewicz OC, Taylor RL, Too JM. Reduced integration technique in general analysis of plates and shells International Journal For Numerical Methods in Engineering. 3: 275-290. DOI: 10.1002/Nme.1620030211  0.539
1970 Taylor RL, Pister KS, Goudreau GL. Thermomechanical analysis of viscoelastic solids International Journal For Numerical Methods in Engineering. 2: 45-59. DOI: 10.1002/Nme.1620020106  0.537
1968 Taylor RL, Pister KS, Herrmann LR. On a variational theorem for incompressible and nearly-incompressible orthotropic elasticity International Journal of Solids and Structures. 4: 875-883. DOI: 10.1016/0020-7683(68)90084-X  0.456
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