FERNANDO GABRIEL FLORES
Title
Cited by
Cited by
Year
Advances in the formulation of the rotation-free basic shell triangle
E Oñate, FG Flores
Computer methods in applied mechanics and engineering 194 (21-24), 2406-2443, 2005
1022005
A basic thin shell triangle with only translational DOFs for large strain plasticity
FG Flores, E Onate
International Journal for numerical methods in engineering 51 (1), 57-83, 2001
852001
A simple triangular element for thick and thin plate and shell analysis
E Oñate, F Zarate, F Flores
International Journal for Numerical Methods in Engineering 37 (15), 2569-2582, 1994
801994
Improvements in the membrane behaviour of the three node rotation-free BST shell triangle using an assumed strain approach
FG Flores, E Onate
Computer Methods in Applied Mechanics and Engineering 194 (6-8), 907-932, 2005
792005
Buckling of short tanks due to hurricanes
FG Flores, LA Godoy
Engineering Structures 20 (8), 752-760, 1998
781998
Elastic postbuckling analysis via finite element and perturbation techniques. Part 1: Formulation
FG Flores, LA Godoy
International journal for numerical methods in engineering 33 (9), 1775-1794, 1992
721992
A theoretical case study: the Sn/Ge (111)-(3× 3) surface
J Ortega, R Pérez, F Flores
Journal of Physics: Condensed Matter 12 (1), L21, 2000
612000
Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks
LA Godoy, FG Flores
Structural Engineering and Mechanics 13 (5), 533-542, 2002
602002
Computationally optimized formulation for the simulation of composite materials and delamination failures
X Martinez, F Rastellini, S Oller, F Flores, E Oñate
Composites Part B: Engineering 42 (2), 134-144, 2011
562011
A rotation‐free shell triangle for the analysis of kinked and branching shells
FG Flores, E Onate
International Journal for Numerical Methods in Engineering 69 (7), 1521-1551, 2007
502007
New assumed strain triangles for non linear shell analysis
FG Flores, E Oñate, F Zarate
Computational mechanics 17 (1), 107-114, 1995
391995
Impact damage prediction in carbon fiber-reinforced laminated composite using the matrix-reinforced mixing theory
MA Pérez, X Martínez, S Oller, L Gil, F Rastellini, F Flores
Composite Structures 104, 239-248, 2013
362013
A hierarchical finite element for composite laminated beams using a refined zigzag theory
LG Nallim, S Oller, E Oñate, FG Flores
Composite Structures 163, 168-184, 2017
342017
Wrinkling and folding analysis of elastic membranes using an enhanced rotation-free thin shell triangular element
FG Flores, E Oñate
Finite Elements in Analysis and Design 47 (9), 982-990, 2011
342011
A reduced stiffness approach for the buckling of open cylindrical tanks under wind loads
RC Jaca, LA Godoy, FG Flores, JGA Croll
Thin-walled structures 45 (9), 727-736, 2007
342007
A rotation-free thin shell quadrilateral
FG Flores, CF Estrada
Computer methods in applied mechanics and engineering 196 (25-28), 2631-2646, 2007
312007
Numerical modelling and experimental validation of steel deep drawing processes: Part II: Applications
C García, D Celentano, F Flores, JP Ponthot, O Oliva
Journal of materials processing technology 172 (3), 461-471, 2006
262006
Numerical modelling and experimental validation of steel deep drawing processes: Part II: Applications
C García, D Celentano, F Flores, JP Ponthot, O Oliva
Journal of materials processing technology 172 (3), 461-471, 2006
262006
Development of a non-linear triangular prism solid-shell element using ANS and EAS techniques
FG Flores
Computer Methods in Applied Mechanics and Engineering 266, 81-97, 2013
242013
Forced vibrations of silos leading to buckling
FG Flores, LA Godoy
Journal of sound and vibration 224 (3), 431-454, 1999
241999
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Articles 1–20