Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science


  • BUILDING STRUCTURES, BUILDINGS AND FACILITIES
  • Numeric Modelling Of The Operation Of A Steel-Reinforced Concrete Beam Floor With Flexible Anchor Stops
  • UDC 624.046
    doi: 10.33622/0869-7019.2024.07.11-16
    Dmitriy S. POPOV, popovds@mgsu.ru
    Denis A. CHESNOKOV, chesnokovdenis23@gmail.com
    National Research Moscow State Civil Engineering University, Yaroslavskoye shosse, 26, Moscow 129337, Russian Federation
    Abstract. Taking into account the joint work of monolithic reinforced concrete slabs and the steel frame of the building, forming a combined structure, makes it possible to obtain additional strength and rigidity of the projected floor. The article shows the search for the optimal method of modeling a steel-reinforced concrete beam floor for calculation using the finite element method in the LIRA-CAD software package. Two methods of constructing a model are considered, which allow taking into account the malleable nature of the work of shear anchor stops in the design scheme using the introduction of one- or two-node elastic bonds into the design scheme. To verify the proposed method, the results of numerical modeling and analytical calculation are compared. Based on the tests of corner anchor stops previously carried out by one of the authors of the article, fixed with dowels, the stiffness coefficients necessary to adjust the model parameters were calculated.
    Keywords: corner anchor stops, steel-reinforced concrete floors and beams, numerical modeling, partial integration, elastic bond
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  • For citation: Popov D. S., Chesnokov D. A. Numeric Modelling of the Operation of a Steel-Reinforced Concrete Beam Floor With Flexible Anchor Stops. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2024, no. 7, pp. 11-16. (In Russ.). doi: 10.33622/0869-7019.2024.07.11-16

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