Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
CONSTITUTIVE MODEL FOR TIMBER FRACTURE USED FOR FE SIMULATION OF LVL ARCH
Non-linear finite element simulation of four-point bending test of a small-size arch is described in this paper. The arch of 780mm span is made of Yellow Poplar (Liriodendron tulipifera) laminated veneer lumber (LVL) and it is manufactured with a through crack parallel to fibers in the middle of its crown. 2D homogeneous orthotropic constitutive model of tensile and shear fracture in timber that has been recently developed and implemented into ATENA® element software by the authors is used for the numerical calculation. Both standard and compact tension (CT) test results are used for the material model calibration. Results show that the model successfully reproduces the increasing part of the load-displacement response. Furthermore, the model can capture the most distinctive features of the crack pattern.
CONSTITUTIVE MODEL FOR TIMBER FRACTURE USED FOR FE SIMULATION OF LVL ARCH
Non-linear finite element simulation of four-point bending test of a small-size arch is described in this paper. The arch of 780mm span is made of Yellow Poplar (Liriodendron tulipifera) laminated veneer lumber (LVL) and it is manufactured with a through crack parallel to fibers in the middle of its crown. 2D homogeneous orthotropic constitutive model of tensile and shear fracture in timber that has been recently developed and implemented into ATENA® element software by the authors is used for the numerical calculation. Both standard and compact tension (CT) test results are used for the material model calibration. Results show that the model successfully reproduces the increasing part of the load-displacement response. Furthermore, the model can capture the most distinctive features of the crack pattern.
CONSTITUTIVE MODEL FOR TIMBER FRACTURE USED FOR FE SIMULATION OF LVL ARCH
Šmídová, Eliška (Autor:in) / Kabele, Petr (Autor:in)
31.12.2018
doi:10.14311/APP.2018.15.0109
Acta Polytechnica CTU Proceedings; Vol 15 (2018): 9th annual Conference NANO & MACRO MECHANICS 2018; 109-113 ; 2336-5382
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Constitutive Model for Timber Fracture under Tensile and Shear Loads
Trans Tech Publications | 2015
|Constitutive Model for Timber Fracture under Tensile and Shear Loads
British Library Conference Proceedings | 2015
|Old timber truss bridge used for erecting steel arch
Engineering Index Backfile | 1926
|Timber trusses for arch centering
Engineering Index Backfile | 1954
British Library Conference Proceedings | 2007
|