Experimental Studies of the Deformability of a Frame Tube-Concrete Assembly with a One-Sided Abutment of an I-Beam Cross-Section

A. N. MironovFSBEI HE «Donbas National Academy of Civil Engineering and Architecture»V. M. AnishchenkovFSBEI HE «Donbas National Academy of Civil Engineering and Architecture»Yu. I. MironkinaFSBEI HE «Donbas National Academy of Civil Engineering and Architecture»A. S. RoenkoFSBEI HE «Donbas National Academy of Civil Engineering and Architecture»
Type: Original Article
edn: ctznfp

Abstract: The article deals with static tests of a frame tube-concrete assembly, in order to study its deformability at one-sided abutment of an I-beam cross-section. The dependence of the angle of rotation of the node on the bending moment applied to it is investigated. The assembly consists of a circular pipe with a diameter of 220 mm with a metal wall thickness of 4 mm, filled with concrete of class B15 and a column fragment length of 1,050 mm. An I-beam steel beam No. 20 with a cantilever span of 1,100 mm is used as a crossbar. The connection of the crossbar to the column is provided by two horizontal and one vertical 5 mm thick plates by welding. The load was transferred to the pipe of the node by the PMM250 press, and to the crossbar by a hydraulic jack with a lifting capacity of 20 tons through the oil station. The force transmitted by the jack was recorded by a compression dynamometer. The step of applying the load to the rack is 20 tons, and to the crossbar - 1.0 tons each. The exposure time of each stage is 3 minutes. The fixation of the rotation angle readings in the plane of the node was provided by PAO-6 deflection meters.

Keywords: frame assembly, deformed state, tubular concrete (t/b) element, hydraulic press, hydraulic jack (GD), experimental model, angle of rotation, bending moment.

Pages: 17-26.

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For citation: Mironov, A. N.; Anishchenkov, V. M.; Mironkina, Yu. I. [et al.]. Experimental Studies of the Deformability of a Frame Tube-Concrete Assembly with a One-Sided Abutment of an I-Beam Cross-Section. – Text : electronic. – In: Metal Constructions. – 2024. – Vol. 30, N 1. – Р. 17-26. – URL: https://donnasa.ru/publish_house/journals/mk/2024-1/st_02_mirovov_anishchenkov_mironkina_roenko.pdf (date of access: 23.11.2024). – edn: ctznfp. – ISSN 1993-3517. (in Russian)


Issue Cover
Vol. 30, N 1 (2024)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture