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A platform for research: civil engineering, architecture and urbanism
Glued-in rods in cross laminated timber – Numerical simulations and parametric studies
https://orcid.org/0000-0002-5333-0682
Highlights Glued-in rod connections have high potential for use in CLT structures. FE analyses of various connections with glued-in rods in CLT performed. Different rod diameters, glued-in lengths and rod-to-grain angles studied. Capacity of the connection increases with the glued-in length and the rod diameter. Connections with rod perpendicular to grain have higher load bearing capacities.
Abstract Numerical simulations and parametric studies of glued-in rods in cross-laminated timber have been performed. The simulations were based on 3D finite element analysis, using a cohesive surface model for the bond-lines between the laminations and the bond-line along the rod. The parametric studies investigated the influence of the glued-in length, the rod diameter, and the rod-to-grain angle on the load-bearing capacity and stiffness of the connection. The analyses showed that the load-bearing capacity generally increases with the glued-in length and the rod diameter, which agrees well with experiments. For different rod-to-grain angles, different mechanical behaviour was observed, especially considering the failure modes.
Glued-in rods in cross laminated timber – Numerical simulations and parametric studies
https://orcid.org/0000-0002-5333-0682
Highlights Glued-in rod connections have high potential for use in CLT structures. FE analyses of various connections with glued-in rods in CLT performed. Different rod diameters, glued-in lengths and rod-to-grain angles studied. Capacity of the connection increases with the glued-in length and the rod diameter. Connections with rod perpendicular to grain have higher load bearing capacities.
Abstract Numerical simulations and parametric studies of glued-in rods in cross-laminated timber have been performed. The simulations were based on 3D finite element analysis, using a cohesive surface model for the bond-lines between the laminations and the bond-line along the rod. The parametric studies investigated the influence of the glued-in length, the rod diameter, and the rod-to-grain angle on the load-bearing capacity and stiffness of the connection. The analyses showed that the load-bearing capacity generally increases with the glued-in length and the rod diameter, which agrees well with experiments. For different rod-to-grain angles, different mechanical behaviour was observed, especially considering the failure modes.
Glued-in rods in cross laminated timber – Numerical simulations and parametric studies
https://orcid.org/0000-0002-5333-0682
Highlights Glued-in rod connections have high potential for use in CLT structures. FE analyses of various connections with glued-in rods in CLT performed. Different rod diameters, glued-in lengths and rod-to-grain angles studied. Capacity of the connection increases with the glued-in length and the rod diameter. Connections with rod perpendicular to grain have higher load bearing capacities.
Abstract Numerical simulations and parametric studies of glued-in rods in cross-laminated timber have been performed. The simulations were based on 3D finite element analysis, using a cohesive surface model for the bond-lines between the laminations and the bond-line along the rod. The parametric studies investigated the influence of the glued-in length, the rod diameter, and the rod-to-grain angle on the load-bearing capacity and stiffness of the connection. The analyses showed that the load-bearing capacity generally increases with the glued-in length and the rod diameter, which agrees well with experiments. For different rod-to-grain angles, different mechanical behaviour was observed, especially considering the failure modes.
Glued-in rods in cross laminated timber – Numerical simulations and parametric studies
Azinović, Boris (author) / Danielsson, Henrik (author) / Serrano, Erik (author) / Kramar, Miha (author)
Construction and Building Materials ; 212 ; 431-441
2019-03-30
11 pages
Article (Journal)
Electronic Resource
English
PERFORMANCE OF GLUED-IN-RODS IN CROSS-LAMINATED TIMBER
| TIBKAT | 2021
| Engineering Index Backfile | 1964