Computers and Concrete
Volume 5, Number 4, 2008, pages 401-416
DOI: 10.12989/cac.2008.5.4.401
A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
O. L. Manzoli , J. Oliver , A. E. Huespe , G. Diaz
Abstract
Key Words
finite elements; fracture mechanics; strong discontinuities; mixture theory; finite elements with embedded discontinuities. J. Oliver : E.T.S. d?Enginyers de Camins, Canals i Ports, Technical University of Catalonia (UPC) Campus Nord UPC, Modul C-1, c/Jordi Girona 1-3, 08034 Barcelona, Spain A. E. Huespe : CIMEC/Intec, Conicet, Guemes 3450, Santa Fe 3000, Argentina G. Diaz : E.T.S. d?Enginyers de Camins, Canals i Ports, Technical University of Catalonia (UPC) Campus Nord UPC, Modul C-1, c/Jordi Girona 1-3, 08034 Barcelona, Spain
Address
- O. L. Manzoli — Department of Civil Engineering, Sao Paulo State University (UNESP), Av. Luiz Edmundo C. Coube, S/N, 17030-360, Bauru, SP, Brazil
- J. Oliver — E.T.S. d?Enginyers de Camins, Canals i Ports, Technical University of Catalonia (UPC) Campus Nord UPC, Modul C-1, c/Jordi Girona 1-3, 08034 Barcelona, Spain
- A. E. Huespe — CIMEC/Intec, Conicet, Guemes 3450, Santa Fe 3000, Argentina
- G. Diaz — E.T.S. d?Enginyers de Camins, Canals i Ports, Technical University of Catalonia (UPC) Campus Nord UPC, Modul C-1, c/Jordi Girona 1-3, 08034 Barcelona, Spain
PDF Viewer
Preview is limited to the first 3 pages. Sign in to access the full PDF.