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  1. mike0605

    overestimating tensile strength smeared cracking

    I've made a calibration of the concrete smeared cracking model in abaqus cae 6.10-1 on the basis of an uniaxial tension test. the specimen is a rectangular solid (pic attached), meshed with C3D8R elements. I applied a pressure (tension) at the face surface. I declared elastic properties...

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