Creep and cracking of concrete hinges: insight from centric and eccentric compression experiments von Schlappal, Thomas, Schweigler, Michael, Gmainer, Susanne, Peyerl, Martin, Pichler, Bernhard

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A Numerical Study of the Stiffness and Strength of Cross-Laminated Timber Wall-to-Floor Connections under Compression Perpendicular to the Grain von Akter, Shaheda T., Schweigler, Michael, Serrano, Erik, Bader, Thomas K.

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Exploring the relationship between embedment behaviour in cross-laminated timber and its layers: An experimental study von Gikonyo, Joan W., Schweigler, Michael, Bader, Thomas K.

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Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber von Gikonyo, Joan W., Schweigler, Michael, Bader, Thomas K.

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Embedment behavior of dowel-type fasteners in birch plywood: Influence of load-to-face grain angle, test set-up, fastener diameter, and acetylation von Wang, Yue, Wang, Tianxiang, Crocetti, Roberto, Schweigler, Michael, Wålinder, Magnus

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Engineering modeling of semi-rigid joints with dowel-type fasteners for nonlinear analysis of timber structures von Schweigler, Michael, Bader, Thomas K., Hochreiner, Georg

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Numerical modelling of moment-transmitting timber connections von Basterrechea-Arévalo, M., Schweigler, M., Lemaître, R., Bader, T.K.

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Embedment properties of thermally modified spruce timber with dowel-type fasteners von van Blokland, Joran, Florisson, Sara, Schweigler, Michael, Ekevid, Torbjörn, Bader, Thomas K., Adamopoulos, Stergios

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An experimental study of the stiffness and strength of cross-laminated timber wall-to-floor connections under compression perpendicular to the grain von Schweigler, Michael, Akter, Shaheda T., Sabaa, Stephen, Bader, Thomas K.

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Load-to-grain angle dependence of the embedment behavior of dowel-type fasteners in laminated veneer lumber von Schweigler, Michael, Bader, Thomas K., Hochreiner, Georg, Unger, Gerhard, Eberhardsteiner, Josef

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Numerical and fracture mechanics-based simulations of brittle failure modes in dowelled timber connections loaded parallel to the grain von Aquino, Caroline D., Schweigler, Michael, Rodrigues, Leonardo G., da Silva, Luis C.M., Branco, Jorge M., Bader, Thomas K.

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Parameterization equations for the nonlinear connection slip applied to the anisotropic embedment behavior of wood von Schweigler, Michael, Bader, Thomas K., Hochreiner, Georg, Lemaître, Romain

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An innovative timber-steel hybrid beam consisting of glulam mechanically reinforced by means of steel rod: Analytical and preliminary numerical investigations von Wang, Tianxiang, Wang, Yue, Crocetti, Roberto, Franco, Luca, Schweigler, Michael, Wålinder, Magnus

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Influence of test methodology on the characterization of the parallel-to-grain timber embedment strength and foundation modulus of dowels von Aquino, Caroline D., Rodrigues, Leonardo G., Schweigler, Michael, Krzan, Meta, Li, Zheng, Branco, Jorge M.

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Structural behaviour and design of dowel groups Experimental and numerical identification of stress states and failure mechanisms of the surrounding timber matrix von Hochreiner, G., Bader, T.K., Schweigler, M., Eberhardsteiner, J.

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Integrative experimental characterization and engineering modeling of single-dowel connections in LVL von Bader, Thomas K., Schweigler, Michael, Serrano, Erik, Dorn, Michael, Enquist, Bertil, Hochreiner, Georg

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Constrained displacement boundary condition in embedment testing of dowel‐type fasteners in LVL von Schweigler, Michael, Bader, Thomas K., Vessby, Johan, Eberhardsteiner, Josef

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Experimental characterization of the global and local behavior of multi-dowel LVL-connections under complex loading von Bader, Thomas K., Schweigler, Michael, Hochreiner, Georg, Enquist, Bertil, Dorn, Michael, Serrano, Erik

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Dowel deformations in multi-dowel LVL-connections under moment loading von Bader, Thomas K., Schweigler, Michael, Hochreiner, Georg, Serrano, Erik, Enquist, Bertil, Dorn, Michael

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Database of embedment parameters from soft- and hardwoods von Schweigler, Michael

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