Stress-strain state of metal-wood crossbar of double-hinged frames
https://doi.org/10.21822/2073-6185-2022-49-4-142-151
Abstract
Objective the purpose of these studies is to choose the optimal design solution in the design of double-hinged wooden frames with a metal-wood crossbar, based on a comparative analysis of the stress-strain state of a metal-wood crossbar in the form of beams of various shapes, determined by the results of theoretical studies and numerical experiment.
Method. Determination of the stress-strain state of metal-wood beams using theoretical studies and numerical experiment performed in the computer complex PC "LIRA".
Result. Optimal design solutions of metal-wood crossbars of double-hinged frames in the form of reinforced beams of various shapes are proposed.
Conclusion. The bearing capacity of double-hinged frames with a crossbar in the form of reinforced glued wood beams is on average 35 - 38% higher than the load bearing capacity with a crossbar in the form of unreinforced glued wood beams.The use of metal-wood (reinforced) beams makes it possible to optimize the cross-section by reducing the cross-section height, thereby saving up to 40% on wood material.
About the Authors
A. I. BulgakovRussian Federation
Alexander I. Bulgakov, Assoc. Prof., Department of Building Structures and Hydraulic Structures
70 I. Shamil Ave., Makhachkala, 367026
M. H. Kalieva
Russian Federation
Madina Kh. Kalieva, Senior Lecturer, Department of Building Structures and Hydraulic Structures
70 I. Shamil Ave., Makhachkala, 367026
M. O. Konusov
Russian Federation
Marat O. Konusov, 4th year Student
70 I. Shamil Ave., Makhachkala, 367026
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Review
For citations:
Bulgakov A.I., Kalieva M.H., Konusov M.O. Stress-strain state of metal-wood crossbar of double-hinged frames. Herald of Dagestan State Technical University. Technical Sciences. 2022;49(4):142-151. (In Russ.) https://doi.org/10.21822/2073-6185-2022-49-4-142-151