| Table | Card | RUSMARC | |
|
|
Allowed Actions: Read Download (1.3 Mb) Group: Anonymous Network: Internet |
Annotation
The new types of reinforcement of wooden beams for floors and coatings using steel wire rope reinforcement, located in the wood on a curved s-shaped trajectory. Formed the basic principles of a new type of reinforcement. Schemes of different reinforcement trajectories are presented. Mathematical models of the studied structures are formed. The stress-strain state of several beams with different variants of reinforcement trajectories in the working environment of the software complex SCAD, which performs the calculation of the studied beams by the finite element method, is studied. Results of work are presented in the form of indicators of deflections of beams and isofields of stresses.The new types of reinforcement of wooden beams for floors and coatings using steel wire rope reinforcement, located in the wood on a curved s-shaped trajectory. Formed the basic principles of a new type of reinforcement. Schemes of different reinforcement trajectories are presented. Mathematical models of the studied structures are formed. The stress-strain state of several beams with different variants of reinforcement trajectories in the working environment of the software complex SCAD, which performs the calculation of the studied beams by the finite element method, is studied. Results of work are presented in the form of indicators of deflections of beams and isofields of stresses.
Исследованы новые виды армирования деревянных балок для перекрытий и покрытий с использованием стальной канатной арматуры, расположенной в массиве древесины по криволинейной S-образной траектории. Сформированы основные принципы нового вида армирования. Приведены схемы различных траекторий армирования. Сформированы математические модели изучаемых конструкций. Изучено напряженно-деформированное состояние нескольких балок с различными вариантами траекторий армирования в рабочей среде программного комплекса SCAD, выполняющего расчет исследуемых балок методом конечных элементов. Результаты работы представлены в виде показателей прогибов балок и изополей напряжений.
Document access rights
| Network | User group | Action | ||||
|---|---|---|---|---|---|---|
| ILC SPbPU Local Network | All |
|
||||
|
Internet | All |
|
Table of Contents
- Wooden beams with reinforcement along a curvilinear trajectory
- Деревянные балки с армированием по криволинейной траектории
- 1. Introduction
- 2. Methods
- 3. Results
- 4. Discussion
- 5. Conclusions
Included in
Usage statistics
|
|
Access count: 389
Last 30 days: 14 Detailed usage statistics |