FERNANDO GABRIEL FLORES
FERNANDO GABRIEL FLORES
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TítuloCitado porAño
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
882005
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
742001
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
702005
Buckling of short tanks due to hurricanes
FG Flores, LA Godoy
Engineering Structures 20 (8), 752-760, 1998
671998
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
671994
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
651992
Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks
LA Godoy, FG Flores
Structural Engineering and Mechanics 13 (5), 533-542, 2002
542002
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
512011
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
462007
New assumed strain triangles for non linear shell analysis
FG Flores, E Oñate, F Zarate
Computational Mechanics 17 (1-2), 107-114, 1995
331995
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
322013
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
312007
A rotation-free thin shell quadrilateral
FG Flores, CF Estrada
Computer methods in applied mechanics and engineering 196 (25-28), 2631-2646, 2007
312007
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
262011
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
242006
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
242006
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
212013
Forced vibrations of silos leading to buckling
FG Flores, LA Godoy
Journal of sound and vibration 224 (3), 431-454, 1999
211999
Rotation-free finite element for the non-linear analysis of beams and axisymmetric shells
FG Flores, E Oñate
Computer methods in applied mechanics and engineering 195 (41-43), 5297-5315, 2006
192006
Instability of shells of revolution using ALREF: Studies for wind loaded shells
FG Flores, LA Godoy
Buckling of Shells in Land, in the Sea and in the Air, 213-222, 1991
191991
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
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