Titlebook: Materials and Joints in Timber Structures; Recent Developments Simon Aicher,H.-W. Reinhardt,Harald Garrecht Conference proceedings 2014 RI

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Experimental Analysis of a Post-tensioned Timber Connectionmber joint was loaded at the end of the beams in order to apply a moment to the connection. The tests were conducted with various forces in the tendon, from 300 kN up to 700 kN. The bending tests were performed with a controlled load level, so that no failure perpendicular to the grain in the column

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