| A triangular finite shell element based on a fully nonlinear shell formulation EMB Campello, PM Pimenta, P Wriggers Computational mechanics 31 (6), 505-518, 2003 | 146 | 2003 |
| The natural force density method for the shape finding of taut structures RMO Pauletti, PM Pimenta Computer Methods in Applied Mechanics and Engineering 197 (49-50), 4419-4428, 2008 | 109 | 2008 |
| A master-surface to master-surface formulation for beam to beam contact. Part I: frictionless interaction AG Neto, PM Pimenta, P Wriggers Computer Methods in Applied Mechanics and Engineering 303, 400-429, 2016 | 96* | 2016 |
| Geometrically exact analysis of spatial frames PM Pimenta, T Yojo | 96 | 1993 |
| An exact conserving algorithm for nonlinear dynamics with rotational DOFs and general hyperelasticity. Part 1: Rods PM Pimenta, EMB Campello, P Wriggers Computational Mechanics 42, 715-732, 2008 | 93 | 2008 |
| Thermomechanical response of solids at high strains—natural approach JH Argyris, JS Doltsinis, PM Pimenta, H Wüstenberg Computer Methods in Applied Mechanics and Engineering 32 (1-3), 3-57, 1982 | 90 | 1982 |
| A fully nonlinear multi-parameter shell model with thickness variation and a triangular shell finite element PM Pimenta, EMB Campello, P Wriggers Computational Mechanics 34 (3), 181-193, 2004 | 85 | 2004 |
| Towards the stabilization of the low density elements in topology optimization with large deformation RD Lahuerta, ET Simões, EMB Campello, PM Pimenta, ECN Silva Computational Mechanics 52, 779-797, 2013 | 77 | 2013 |
| Static analysis of offshore risers with a geometrically-exact 3D beam model subjected to unilateral contact AG Neto, CA Martins, PM Pimenta Computational Mechanics 53, 125-145, 2014 | 76 | 2014 |
| Geometrically nonlinear analysis of thin-walled space frames PM Pimenta, EMB Campello Proceedings of the second european conference on computational mechanics, II …, 2001 | 65 | 2001 |
| Estruturas de aço em situação de incêndio VP Silva | 62 | 1997 |
| An exact conserving algorithm for nonlinear dynamics with rotational DOFs and general hyperelasticity. Part 2: shells EMB Campello, PM Pimenta, P Wriggers Computational Mechanics 48, 195-211, 2011 | 61 | 2011 |
| Self-contact modeling on beams experiencing loop formation A Gay Neto, PM Pimenta, P Wriggers Computational Mechanics 55, 193-208, 2015 | 59 | 2015 |
| Shell curvature as an initial deformation: a geometrically exact finite element approach PM Pimenta, EMB Campello International journal for numerical methods in engineering 78 (9), 1094-1112, 2009 | 56 | 2009 |
| A hybrid-mixed finite element formulation for the geometrically exact analysis of three-dimensional framed structures H Santos, PM Pimenta, JPM Almeida Computational Mechanics 48, 591-613, 2011 | 45 | 2011 |
| Contact between rolling beams and flat surfaces AG Neto, PM Pimenta, P Wriggers International Journal for Numerical Methods in Engineering 97 (9), 683-706, 2014 | 40 | 2014 |
| Geometrically-exact finite-strain shell model PM Pimenta Pacam Iii: Proceedings, 1993 | 34 | 1993 |
| Hybrid and multi-field variational principles for geometrically exact three-dimensional beams H Santos, PM Pimenta, JPM De Almeida International Journal of Non-Linear Mechanics 45 (8), 809-820, 2010 | 31 | 2010 |
| An EFG method for the nonlinear analysis of plates undergoing arbitrarily large deformations C Tiago, PM Pimenta Engineering analysis with boundary elements 32 (6), 494-511, 2008 | 31 | 2008 |
| Nonlinear dynamic analysis of creased shells NSN Ota, L Wilson, AG Neto, S Pellegrino, PM Pimenta Finite Elements in Analysis and Design 121, 64-74, 2016 | 30 | 2016 |
