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Michael Schweigler
Michael Schweigler
Department of Building Technology, Linnaeus University, Växjö, Sweden
Подтвержден адрес электронной почты в домене lnu.se
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Процитировано
Год
Load-to-grain angle dependence of the embedment behavior of dowel-type fasteners in laminated veneer lumber
M Schweigler, TK Bader, G Hochreiner, G Unger, J Eberhardsteiner
Construction and building materials 126, 1020-1033, 2016
612016
Engineering modeling of semi-rigid joints with dowel-type fasteners for nonlinear analysis of timber structures
M Schweigler, TK Bader, G Hochreiner
Engineering Structures 171, 123-139, 2018
502018
Integrative experimental characterization and engineering modeling of single-dowel connections in LVL
TK Bader, M Schweigler, E Serrano, M Dorn, B Enquist, G Hochreiner
Construction and Building Materials 107, 235-246, 2016
342016
Dowel deformations in multi-dowel LVL-connections under moment loading
TK Bader, M Schweigler, G Hochreiner, E Serrano, B Enquist, M Dorn
Wood Material Science & Engineering 10 (3), 216-231, 2015
322015
Parameterization equations for the nonlinear connection slip applied to the anisotropic embedment behavior of wood
M Schweigler, TK Bader, G Hochreiner, R Lemaître
Composites Part B: Engineering 142, 142-158, 2018
312018
Embedment test analysis and data in the context of phenomenological modeling for dowelled timber joint design
M Schweigler, TK Bader, JF Bocquet, R Lemaitre, C Sandhaas
6th meeting of INTER (International Network on Timber Engineering Research …, 2019
242019
Creep and cracking of concrete hinges: insight from centric and eccentric compression experiments
T Schlappal, M Schweigler, S Gmainer, M Peyerl, B Pichler
Materials and Structures 50, 1-16, 2017
242017
Experimental characterization of the global and local behavior of multi-dowel LVL-connections under complex loading
TK Bader, M Schweigler, G Hochreiner, B Enquist, M Dorn, E Serrano
Materials and Structures 49, 2407-2424, 2016
212016
Beam-on-foundation modelling as an alternative design method for timber joints with dowel-type fasteners: Part 1: Strength and stiffness per shear plane of single-fastener joints.
R Lemaitre, JF Bocquet, M Schweigler, TK Bader
5th INTER Meeting, 13-16 August, 2018, Tallin, 2018
192018
An innovative timber-steel hybrid beam consisting of glulam mechanically reinforced by means of steel rod: Analytical and preliminary numerical investigations
T Wang, Y Wang, R Crocetti, L Franco, M Schweigler, M Wålinder
Journal of Building Engineering 43, 102549, 2021
172021
Structural behaviour and design of dowel groups Experimental and numerical identification of stress states and failure mechanisms of the surrounding timber matrix
G Hochreiner, TK Bader, M Schweigler, J Eberhardsteiner
Engineering Structures 131, 421-437, 2017
172017
Embedment properties of thermally modified spruce timber with dowel-type fasteners
J Van Blokland, S Florisson, M Schweigler, T Ekevid, TK Bader, ...
Construction and Building Materials 313, 125517, 2021
132021
Beam-on-Foundation Modelling as an Alternative Design Method for Timber Joints with Dowel-Type Fasteners: Part 2: Modelling Techniques for Multiple Fastener Connections
R Lemaitre, JF Bocquet, M Schweigler, TK Bader
6th meeting of INTER (International Network on Timber Engineering Research …, 2019
132019
Load distribution in multi-dowel timber connections under moment loading–integrative evaluation of multiscale experiments
TK Bader, M Schweigler, G Hochreiner, J Eberhardsteiner
World Conference on Timber Engineering, 2016
122016
Constrained displacement boundary condition in embedment testing of dowel‐type fasteners in LVL
M Schweigler, TK Bader, J Vessby, J Eberhardsteiner
Strain 53 (6), e12238, 2017
112017
Embedment behavior of dowel-type fasteners in birch plywood: Influence of load-to-face grain angle, test set-up, fastener diameter, and acetylation
Y Wang, T Wang, R Crocetti, M Schweigler, M Wålinder
Construction and Building Materials 384, 131440, 2023
102023
Beam-on-Foundation Modeling as an Alternative Design Method for Timber Joints with Dowel-Type Fasteners–Part 3: Second Order Theory Effects for Considering the Rope Eff
M Schweigler, M Vedovelli, R Lemaitre, JF Bocquet, C Sandhaas, ...
INTER: International Network on Timber Engineering Research 54, 2021
92021
Beam-on-Foundation Modelling as an Alternative Design Method for Timber Joints with Dowel-Type Fasteners: Part 4: Joints Subjected to In-Plane Loading
R Lemaitre, JF Bocquet, M Schweigler, TK Bader
INTER Proceedings, 2021: International Network on Timber Engineering …, 2021
82021
Beam-on-foundation modelling as an alternative design method for single fastener connections
R Lemaître, F Epinal, JF Bocquet, M Schweigler, TK Bader
Design connections in timber structures 207, 2018
82018
A numerical model for slip curves of dowel connections and its application to timber stuctures
M Schweigler
82013
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Статьи 1–20