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RESULTS OF EXPERIMENTAL RESEARCH OF THE WORK OF COMPRESSED RODS WITH GENERAL DEFORMATIONS, STRENGTHENED WITH WELDING

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The article presents experimentally obtained information about the features of the work of compressed models that simulate the rods of steel trusses of the coating. 9 rods of T-section, made up of paired angles, were tested. The rods were divided into 3 series: 1, 2 and 3. Series 1 - straight (reference); series 2 - curves with a common bend on the edge in the plane of connecting gaskets; series 3 - curves similar to rods of series 2, but amplifi ed under load by increasing the cross section. Elements of reinforcement - rods from the corners, similar to the caliber of corners of the main rods, deformed in order to obtain a reverse bend. The purpose of amplifi cation is to bring the reinforced rod to a state close to central compression. The att achment of the reinforcement corners was carried out by hand welding by welding over welds of minimum dimensions in 4 sections. The load during amplifi cation was close to critical for rods of series 2. The rods of all series were loaded until loss of stability.
Title: RESULTS OF EXPERIMENTAL RESEARCH OF THE WORK OF COMPRESSED RODS WITH GENERAL DEFORMATIONS, STRENGTHENED WITH WELDING
Description:
The article presents experimentally obtained information about the features of the work of compressed models that simulate the rods of steel trusses of the coating.
9 rods of T-section, made up of paired angles, were tested.
The rods were divided into 3 series: 1, 2 and 3.
Series 1 - straight (reference); series 2 - curves with a common bend on the edge in the plane of connecting gaskets; series 3 - curves similar to rods of series 2, but amplifi ed under load by increasing the cross section.
Elements of reinforcement - rods from the corners, similar to the caliber of corners of the main rods, deformed in order to obtain a reverse bend.
The purpose of amplifi cation is to bring the reinforced rod to a state close to central compression.
The att achment of the reinforcement corners was carried out by hand welding by welding over welds of minimum dimensions in 4 sections.
The load during amplifi cation was close to critical for rods of series 2.
The rods of all series were loaded until loss of stability.

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