Enhanced 3D Multifibre Beam Element Accounting for Shear and Torsion

Fr. Ragueneau, G. Casaux, J. Mazars, P. Kotronis (2004). "Enhanced 3D Multifibre Beam Element Accounting for Shear and Torsion." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

Fr. Ragueneau, G. Casaux, J. Mazars, P. Kotronis. "Enhanced 3D Multifibre Beam Element Accounting for Shear and Torsion." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

Fr. Ragueneau, G. Casaux, J. Mazars, P. Kotronis, "Enhanced 3D Multifibre Beam Element Accounting for Shear and Torsion," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{fr-ragueneau2004,
  title     = {Enhanced 3D Multifibre Beam Element Accounting for Shear and Torsion},
  author    = {Fr. Ragueneau, G. Casaux, J. Mazars, P. Kotronis},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Enhanced 3D Multifibre Beam Element Accounting for Shear and Torsion
AU  - Fr. Ragueneau
AU  - G. Casaux
AU  - J. Mazars
AU  - P. Kotronis
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Enhanced_3D_Multifibre_Beam_Element_Accounting_for_Shear_and_Torsion.pdf
AB  - The purpose of this work is to investigate solutions for an enhanced multifibre beam element accounting for non-linear shear and torsion. Higher order interpolations functions are used to avoid any shear locking phenomena and the cross section warping kinematics are extended to non-linear behavior using advanced constitutive laws. The efficiency of the proposed modeling strategies is tested with experimental results of reinforced concrete structural elements subjected to severe loading.
ER  -