Cinmemj: Cinmemj moved page Draft Samper 713414793 to Cornejo Velazquez et al 2018a

2020-02-10T12:21:29Z

Cinmemj moved page Draft Samper 713414793 to Cornejo Velazquez et al 2018a

Cinmemj at 12:21, 10 February 2020

2020-02-10T12:21:05Z

Cinmemj: Created page with "==1 Title, abstract and keywords

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-==1 Title, abstract and keywords<!-- Your document should start with a concise and informative title. Titles are often used in information-retrieval systems. Avoid abbreviations and formulae where possible. Capitalize the first word of the title.
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+The main purpose of this paper is to develop a reliable method based on a three-dimensional (3D) finite-element (FE) model to simulate the constitutive behaviour of reinforced concrete structures strengthened with post-tensioned tendons taking into account the reduction of the pre-stressing stress due to the steel relaxation. The post-tensioned concrete is modelled as a composite material whose behaviour is described with the serial-parallel rule of mixtures (S/P RoM) (Rastellini et al, 2008; Martinez et al., 2008, 2014) whereas the stress relaxation of the steel is simulated using a viscoelastic model called Generalized Maxwell. A 3D FE model was used, where the nonlinear material behaviour and geometrical analysis based on incremental–iterative load methods were adopted. Validation by comparison with the analytic solution will be done for the case of a concrete beam with a linear steel tendon and for a parabolic pre-tensioned steel tendon embedded. Some viscoelastic cases are presented in order to perceive the behaviour of the Generalized Maxwell model. Several examples are shown where the capabilities of the method on large scale structures are exhibited
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← Older revision	Revision as of 12:21, 10 February 2020
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Cornejo Velazquez et al 2018a - Revision history

Cinmemj: Cinmemj moved page Draft Samper 713414793 to Cornejo Velazquez et al 2018a

Cinmemj at 12:21, 10 February 2020

Cinmemj: Created page with "==1 Title, abstract and keywords