Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening

Broujerdian, V. / Kaveh, A. / Rahmani, M.

Abstract In this paper, a set of recently developed interactive constitutive laws for reinforced concrete is revised. The main improvement is considering the effect of crack inclination angle on the tension-stiffening phenomenon. The influence of reinforcing bars on tensile behavior of concrete after cracking is included as a function of their angle with respect to the tension cracks. To calibrate the parameters of the model, the harmony search meta-heuristic algorithm is used. Furthermore, the experimental load–deformation curves of 13 membrane-reinforced concrete elements, with a wide range of specifications, are compared to the predicted curves obtained by the proposed method.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening

Broujerdian, V. / Kaveh, A. / Rahmani, M.

Abstract In this paper, a set of recently developed interactive constitutive laws for reinforced concrete is revised. The main improvement is considering the effect of crack inclination angle on the tension-stiffening phenomenon. The influence of reinforcing bars on tensile behavior of concrete after cracking is included as a function of their angle with respect to the tension cracks. To calibrate the parameters of the model, the harmony search meta-heuristic algorithm is used. Furthermore, the experimental load–deformation curves of 13 membrane-reinforced concrete elements, with a wide range of specifications, are compared to the predicted curves obtained by the proposed method.

Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening

Broujerdian, V. / Kaveh, A. / Rahmani, M.

Abstract In this paper, a set of recently developed interactive constitutive laws for reinforced concrete is revised. The main improvement is considering the effect of crack inclination angle on the tension-stiffening phenomenon. The influence of reinforcing bars on tensile behavior of concrete after cracking is included as a function of their angle with respect to the tension cracks. To calibrate the parameters of the model, the harmony search meta-heuristic algorithm is used. Furthermore, the experimental load–deformation curves of 13 membrane-reinforced concrete elements, with a wide range of specifications, are compared to the predicted curves obtained by the proposed method.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening

Contributors:

Broujerdian, V. (author) / Kaveh, A. (author) / Rahmani, M. (author)

Published in:

Asian Journal of Civil Engineering ; 19 ; 693-701

Publication date:

2018-06-13

Size:

9 pages

ISSN:

2522-011X , 1563-0854

DOI:

https://doi.org/10.1007/s42107-018-0056-x

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Reinforced concrete , Membrane element , Nonlinear analysis , Smeared crack , Tension stiffening Engineering , Civil Engineering , Building Materials , Sustainable Architecture/Green Buildings

Similar titles

Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening

Broujerdian, V. / Kaveh, A. / Rahmani, M. | Online Contents | 2018

Tension Stiffening in Reinforced Concrete Membrane Elements

Hsu, Thomas T.C. | Online Contents | 1996

Nonlinear analysis of reinforced concrete beam with/without tension stiffening effect

Dede, T. / Ayvaz, Y. | Elsevier | 2009

Nonlinear analysis of reinforced concrete beam with/without tension stiffening effect

Dede, T. / Ayvaz, Y. | British Library Online Contents | 2009

Tension Stiffening in Lightly Reinforced Concrete Slabs

Ian Gilbert, R. | Online Contents | 2007