Author: Borislav Kyuchukov

Articles

COMPARATIVE RESEARCH ON THE DESTRUCTIVE BENDING MOMENTS OF SOME CORNER JOINTS OF FRAME STRUCTURAL ELEMENTS MADE OF SOLID SPRUCE WOOD WITH A CROSS SECTION OF 50 X 30 MM PART III: END CORNER MORTISE AND TENON JOINTS

Authors: Georgi Kyuchukov, Borislav Kyuchukov, Vassil Jivkov, Assia Marinova, G. Gruevski, Z. Kalapotliev

Summary

The results from the research on the destructive bending moments of the end corner mortise and tenon joints of structural elements made of solid spruce wood with a cross section of 50 x 30 mm are given whereas these joints are used mainly in the construction of sitting furniture, tables and beds.

It was established that the type of joints has significant influence on the destructive bending moment. This is defined by the type and size of joint elements and the area of the contact surfaces of the joints.

The following joints are destroyed at a considerably big bending moment:

  • Haunched blind mortise and tenon joint;
  • Blind twin mortise and tenon joint;
  • Blind mortise and tenon joint
  • Haunched through twin mortise and tenon joint;
  • Haunched through mortise and tenon joint;
  • Haunched blind twin mortise and tenon joint;
  • Twin through mortise and tenon joint;
  • Through mortise and tenon joint.

It is recommended that the research results are taken into consideration in strength design of furniture.

Keywords: corner joints, frame structural elements, destructive bending moments, solid spruce wood

EN Version

NORMS FOR DESTRUCTIVE BENDING MOMENTS OF T-SHAPE CORNER JOINTS OF FRAME STRUCTURAL ELEMENTS MADE OF SOLID SPRUCE WOOD WITH A CROSS-SECTION OF 50 Х 30 MM

Authors: Georgi Kyuchukov, Borislav Kyuchukov, Vassil Jivkov, Assia Marinova

Summary

In the presented research are established the normative values for the destructive bending moments of the most common used T-shape corner joints of frame structural elements made of solid spruce wood with a cross-section of 50 х 30 mm in arm compression bending load.

The established normative values can be used for the needs of the preventive quality control of furniture production as well as for the strength design of the sitting furniture, tables, and beds. For that purpose, it is recommended to draw up these normative values as a normative document which to use in the inner factory control of furniture quality.

Keywords: corner joints of frame structural elements, destructive bending moments, solid spruce wood, norms for destruc-tive bending moments of T-shape corner joints

EN Version