A general and efficient formulation of fractures and boundary conditions in the finite element method

By Ruben Juanes, J. Samper, J. Molinero. 2002

139 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Environmental Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/cd802ab9db8af8599e1c09458c2c413735ed7b70

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Insa Neuweiler
2. Abbas Firoozabadi
3. J. Monteagudo

In Environmental Engineering

1. Abbas Firoozabadi
2. Christopher C. Pain
3. Insa Neuweiler
4. Hamidreza M. Nick
5. Stephan K. Matthäi
6. J. Monteagudo
7. H. Hoteit
8. Ali Zidane

In Mechanics of Materials

1. Abbas Firoozabadi
2. J. Monteagudo
3. Jisheng Kou
4. Shuyu Sun
5. Ali Zidane

Citations in the corpus

• Simulation of Solute Transport Through Fractured Rock: A Higher-Order Accurate Finite-Element Finite-Volume Method Permitting Large Time Steps (2010, background): “Recently, many advanced finite-element finite-volume techniques have been developed to simulate fluid flow and solute transport in heterogeneous porous media (Aziz and Settari 1979; Aziz 1993; Cordes and Kinzelbach 1992; Durlofsky 1993;Mose et al. 1994; Huber and Helmig 1999, 2000; Juanes et al. 200”
• Control‐volume method for numerical simulation of two‐phase immiscible flow in two‐ and three‐dimensional discrete‐fractured media (2004, methodology): “The procedure for the coordinate transformation is given by Juanes et al. [2002].”