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Conference papers
Shear wall mock up subjected to monotonic loading with concrete steel bond model
Abstract : This paper presents a numerical simulation of a shear-wall mock-up subjected to
monotonic loading with a new steel-concrete bond model. First, global responses (forcedisplacement curves) are compared to the experimental results and show a good agreement
between simulation and experiment. In order to compare the local responses such as crack
orientation, crack spacing and crack opening, a new post-processing method is presented. It is
based on the definition of the crack path from the displacement field or the change in the sign
of the bond slip. The crack opening is then obtained using the displacement in the normal
direction of the crack. The method is applied on the shear wall and the results are compared to
the experimental data obtained with digital image correlation. A good agreement is once again
obtained.
Cited literature [16 references]
https://hal-cea.archives-ouvertes.fr/cea-02489515
Contributor : Amplexor Amplexor Connect in order to contact the contributor
Submitted on : Monday, February 24, 2020 - 2:49:22 PM
Last modification on : Thursday, October 21, 2021 - 3:16:56 PM
Contributor : Amplexor Amplexor Connect in order to contact the contributor
Submitted on : Monday, February 24, 2020 - 2:49:22 PM
Last modification on : Thursday, October 21, 2021 - 3:16:56 PM
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201500000605.pdf
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