| Two-dimensional modeling of material failure in reinforced concrete by means of a continuum strong discontinuity approach J Oliver, DL Linero, AE Huespe, OL Manzoli Computer Methods in Applied Mechanics and Engineering 197 (5), 332-348, 2008 | 177 | 2008 |
| Stability and robustness issues in numerical modeling of material failure with the strong discontinuity approach J Oliver, AE Huespe, S Blanco, DL Linero Computer Methods in Applied Mechanics and Engineering 195 (52), 7093-7114, 2006 | 174 | 2006 |
| Experimental and numerical modeling of shear behavior of laminated Guadua bamboo for different fiber directions CP Takeuchi, M Estrada, DL Linero Construction and Building Materials 177, 23-32, 2018 | 25 | 2018 |
| The Elastic Modulus and Poisson's Ratio of Laminated Bamboo Guadua angustifolia CP Takeuchi, M Estrada, DL Linero Key engineering materials 668, 126-133, 2016 | 23 | 2016 |
| A model of material failure for reinforced concrete via continuum strong discontinuity approach and mixing theory DL Linero, J Oliver, AE Huespe International Center for Numerical Methods in Engineering, 2007 | 23 | 2007 |
| Constitutive relationship of the fiber cluster of bamboo Guadua angustifolia, determined by means of a Weibull probability function and a model of progressive failure M Estrada, DL Linero, F Ramírez Mechanics of Materials 63, 12-20, 2013 | 21 | 2013 |
| Comportamiento de conectores de cortante tipo tornillo de resistencia grado dos para un sistema de sección compuesta XF Hurtado, M Molina, DL Linero Ingeniería e investigación 28 (2), 4-14, 2008 | 18 | 2008 |
| On the fracture models determined by the continuum-strong discontinuity approach AE Huespe, J Oliver, MDG Pulido, S Blanco, D Linero International journal of fracture 137, 211-229, 2006 | 18 | 2006 |
| Elementos de la mecánica del medio continuo para cuerpos sólidos DL Linero Univ. Nacional de Colombia, 2010 | 13 | 2010 |
| Comparative analysis of numerical integration schemes of density equation for a computational model of bone remodelling DA Garzón-Alvarado, D Linero Computer Methods in Biomechanics and Biomedical Engineering 15 (11), 1189-1196, 2012 | 11 | 2012 |
| Un modelo del fallo material en el hormigón armado, mediante la metodología de discontinuidades fuertes de continuo y la teoría de mezclas DL Linero, J Oliver, AE Huespe Centro Internacional de Métodos Numéricos en Ingeniería, 2007 | 11 | 2007 |
| Recent advances in computational modelling of material failure J Oliver, AE Huespe, MDG Pulido, S Blanco, DL Linero, P Neittaanmäki, ... 4th European Congress on Computational Methods in Applied Sciences and …, 2004 | 11 | 2004 |
| Cracking modeling in reinforced concrete via the strong discontinuity approach DL Linero, J Oliver, AE Huespe, MDG Pulido Computational Modelling of Concrete Structures, 173-182, 2020 | 10 | 2020 |
| Análisis estructural mediante el método de los elementos finitos. Introducción al comportamiento lineal elástico DL Linero, D Garzón, A Ramírez Universidad Nacional de Colombia, 2013 | 10 | 2013 |
| Simulación numérica del proceso de fractura en modo I de vigas de concreto con trayectoria de fisuración conocida mediante un modelo discreto de fisura cohesiva R Graffe, D Linero Revista ingeniería de construcción 25 (3), 399-418, 2010 | 9 | 2010 |
| PEFiCA-Programa de elementos finitos a código abierto (Version versión 1.0) D Linero Bogotá: Universidad Nacional de Colombia, 2009 | 9 | 2009 |
| Profile monitoring for compositional data RD Guevara-González, JA Vargas-Navas, DL Linero-Segrera Revista Colombiana de Estadística 37 (1), 159-181, 2014 | 8 | 2014 |
| Modelación numérica del concreto simple con elementos finitos mediante la teoría de la plasticidad y la función de fluencia de Hu y Schnobrich L Rodríguez, D Linero Revista ingeniería de construcción 27 (3), 129-144, 2012 | 7 | 2012 |
| New developments in computational material failure mechanics J Oliver, AE Huespe, MDG Pulido, S Blanco, D Linero Sixth World Congress on Computational Mechanics (WCCM VI), Beijing, PR China, 2004 | 7 | 2004 |
| Numerical modeling of the fracture process in mode I of concrete beams with known cracking path by means of a discrete model of cohesive crack R Graffe, D Linero Revista Ingeniería de Construcción 25 (3), 399-418, 2010 | 6 | 2010 |
