Open AccessCalculation algorithm of the building of CLT for the Russian Federation
Author(s) -
A. G. Gotcadze,
E. E. Vasin,
E. G. Shabikova
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/775/1/012046
Subject(s) - russian federation , perpendicular , structural engineering , compression (physics) , plane (geometry) , finite element method , algorithm , computer science , software , stress (linguistics) , engineering , mathematics , geometry , physics , programming language , linguistics , philosophy , business , economic policy , thermodynamics
The design of modern CLT structures in Russia is still under development. This calculating algorithm is proposed for designing of the CLT structures in Russia. The calculation of the CLT was carried out in accordance with the Russian codes of SP 64.13330.2017 Timber structures. The calculation algorithm allows, on the one hand, to automate the design and, on the other hand, to calculate the CLT according to the existing Russian codes of SP 64.13330.2017 Timber structures, and from the third, to obtain some necessary value of compression stress perpendicular to the CLT plane. In our case modelling was done in the Revit software for computer-aided design that implements the principle of building information modelling. For comparison internal stresses (shear, tensile and compressive) with the design resistance accordance with Russian codes “CП” calculation results were obtained from the program Dlubal RFEM (finite element structural analysis program).To obtain new values of compression stress perpendicular to the CLT plane and its subsequent verification, there is a branch in the algorithm.