Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening
https://orcid.org/0000-0003-3454-4797
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
https://orcid.org/0000-0003-3454-4797
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
https://orcid.org/0000-0003-3454-4797
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. (Autor:in) / Kaveh, A. (Autor:in) / Rahmani, M. (Autor:in)
2018
Aufsatz (Zeitschrift)
Englisch
BKL:
56.81$jWohnungsbau$XArchitektur
/
56.11$jBaukonstruktion
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56.11
Baukonstruktion
/
56.81
Wohnungsbau
Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening
| Springer Verlag | 2018
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