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Implementation of the modified compression field theory in a tangent stiffness-based finite element formulation

Publication ,  Journal Article
Aquino, W; Erdem, I
Published in: Steel and Composite Structures
January 1, 2007

A finite element implementation of the modified compression field theory (MCFT) using a tangential formulation is presented in this work. Previous work reported on implementations of MCFT has concentrated mainly on secant formulations. This work describes details of the implementation of a modular algorithmic structure of a reinforced concrete constitutive model in nonlinear finite element schemes that use a Jacobian matrix in the solution of the nonlinear system of algebraic equations. The implementation was verified and validated using experimental and analytical data reported in the literature. The developed algorithm, which converges accurately and quickly, can be easily implemented in any finite element code.

Duke Scholars

Published In

Steel and Composite Structures

DOI

ISSN

1229-9367

Publication Date

January 1, 2007

Volume

7

Issue

4

Start / End Page

263 / 278

Related Subject Headings

  • Civil Engineering
  • 4017 Mechanical engineering
  • 4016 Materials engineering
  • 4005 Civil engineering
  • 0905 Civil Engineering
 

Citation

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Aquino, W., & Erdem, I. (2007). Implementation of the modified compression field theory in a tangent stiffness-based finite element formulation. Steel and Composite Structures, 7(4), 263–278. https://doi.org/10.12989/scs.2007.7.4.263
Aquino, W., and I. Erdem. “Implementation of the modified compression field theory in a tangent stiffness-based finite element formulation.” Steel and Composite Structures 7, no. 4 (January 1, 2007): 263–78. https://doi.org/10.12989/scs.2007.7.4.263.
Aquino W, Erdem I. Implementation of the modified compression field theory in a tangent stiffness-based finite element formulation. Steel and Composite Structures. 2007 Jan 1;7(4):263–78.
Aquino, W., and I. Erdem. “Implementation of the modified compression field theory in a tangent stiffness-based finite element formulation.” Steel and Composite Structures, vol. 7, no. 4, Jan. 2007, pp. 263–78. Scopus, doi:10.12989/scs.2007.7.4.263.
Aquino W, Erdem I. Implementation of the modified compression field theory in a tangent stiffness-based finite element formulation. Steel and Composite Structures. 2007 Jan 1;7(4):263–278.

Published In

Steel and Composite Structures

DOI

ISSN

1229-9367

Publication Date

January 1, 2007

Volume

7

Issue

4

Start / End Page

263 / 278

Related Subject Headings

  • Civil Engineering
  • 4017 Mechanical engineering
  • 4016 Materials engineering
  • 4005 Civil engineering
  • 0905 Civil Engineering