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Showing 1 to 1 of 1 for “"Rissverlauf"”.
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Zum Schubrissverhalten von Stahlbeton- und Spannbetonbalken aus Normal- und Hochleistungsbeton
Most of the recent research results trace back the portion of the shear capacity exceeding the truss model of Mörsch, exclusively to aggregate interlock forces. In this way, the concrete contribution is considered solely by a more flat strut inclination q and accordingly the whole shear capacity is …