FINITE ELEMENT ANALYSIS OF STRESS STATE OF TIMBER IN THE CONTACT AREA WITH INCLINED SCREWS SUBJECTED TO AXIAL TENSION

Authors

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

DOI:

https://doi.org/10.36773/1818-1112-2023-131-2-25-31

Keywords:

timber, inclined screw, screw anchorage length, normal stresses, maximum shear stresses

Abstract

Stress state of timber element of timber joints with screw subjected to axial tension is described in this paper. The relationship between the wood stress values and screw diameter d, anglea between screw axis and grain direction, screw anchorage length lef  is presented and analysed.

Author Biographies

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.

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.

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Published

2023-11-02

How to Cite

(1)
Naichuk, A. Y.; Markechko, E. V. FINITE ELEMENT ANALYSIS OF STRESS STATE OF TIMBER IN THE CONTACT AREA WITH INCLINED SCREWS SUBJECTED TO AXIAL TENSION. Вестник БрГТУ 2023, 25-31.

Issue

No. 2(131) (2023): Vestnik of Brest State Technical University

Section

Civil and Environmental Engineering

License

Copyright (c) 2023 Brest State Technical University

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.