FE-MODEL OF TIMBER CONNECTION WITH SCREWS SUBJECTED TO AXIAL TENSION

Authors

  • Ekaterina Vladimirovna Markechko Brest State Technical University
  • Anatoly Yakovlevich Naichuk Brest State Technical University

DOI:

https://doi.org/10.36773/1818-1112-2023-130-1-33-36

Keywords:

timber, screw, strength, stress, final element

Abstract

FE-Model of timber joints with screw subjected to axial tension is described in this paper. FE-Model Evaluation and Validation is based on comparison between the results of experimental and FE-analysis of timber stressed state in joint. The relationship between the wood stress values and the anchorage length and the distance from the screw axis is presented and analyzed.

Author Biographies

Ekaterina Vladimirovna Markechko, Brest State Technical University

Master of Technical Sciences, Senior Lecturer at the Department of Construction Structures of the Brest State Technical University, Brest, Republic of Belarus.

Anatoly Yakovlevich Naichuk, Brest State Technical University

Doctor of Technical Sciences, Associate Professor, Professor of the Department of Construction Structures of the Brest State Technical University, Brest, Republic of Belarus.

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Published

2023-03-24

How to Cite

(1)
Markechko, E. V.; Naichuk, A. Y. FE-MODEL OF TIMBER CONNECTION WITH SCREWS SUBJECTED TO AXIAL TENSION. Вестник БрГТУ 2023, 33-36.

Issue

No. 1(130) (2023): Vestnik of Brest State Technical University

Section

Civil and Environmental Engineering

License

Copyright (c) 2023 Brest State Technical University

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