A concurrent two-scale approach for high strength concrete

E. A. Rodrigues, L. A. G. Bitencourt Jr., M. Gimenes, O. L. Manzoli (2019). "A concurrent two-scale approach for high strength concrete." In Proceedings of FraMCoS 10, Bayonne, France.

E. A. Rodrigues, L. A. G. Bitencourt Jr., M. Gimenes, O. L. Manzoli. "A concurrent two-scale approach for high strength concrete." Paper presented at FraMCoS 10, Bayonne, France, 2019.

E. A. Rodrigues, L. A. G. Bitencourt Jr., M. Gimenes, O. L. Manzoli, "A concurrent two-scale approach for high strength concrete," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{e-a-rodrigues2019,
  title     = {A concurrent two-scale approach for high strength concrete},
  author    = {E. A. Rodrigues, L. A. G. Bitencourt Jr., M. Gimenes, O. L. Manzoli},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - A concurrent two-scale approach for high strength concrete
AU  - E. A. Rodrigues
AU  - L. A. G. Bitencourt Jr.
AU  - M. Gimenes
AU  - O. L. Manzoli
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_concurrent_two-scale_approach_for_high_strength_concrete.pdf
AB  - The present work proposes a concurrent two-scale (macro and mesoscale) approach for HSC, in which a linear elastic model with homogenized elastic properties is used for the macroscale and a three-phase material composed of coarse aggregate, mortar matrix and the interfacial transition zone (ITZ) with nonlinear behavior models are assumed for the mesoscopic level. The coarse aggregates are randomly generated from a certain grading curve and placed in the mesoscale subdomain, using the “take-and-place” method. The mesh fragmentation technique is employed, as proposed by Manzoli et al. [13]. This technique is based on the use of interface finite elements with…
ER  -