title: ÐÑÐ¾Ð´Ð°Ð²Ð»Ð¸Ð²Ð°Ð½Ð¸Ðµ Ð¿Ð»Ð¾ÑÐºÐ¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¿Ð»Ð¸Ñ. Ð¡ÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² Ð¸Ñ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Pressing flat reinforced concrete slabs. Comparative analysis of methods for their manufacture
Creators: name: Ð ÐµÑÐµÑÐ½Ð¸ÐºÐ¾Ð²Ð°, ÐÐ»ÐµÐºÑÐ°Ð½Ð´ÑÐ°
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2020
Subjects: Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½
Ð¿Ð»Ð¸ÑÐ°
ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°
ÐºÐ°ÑÐºÐ°Ñ
Ð¿ÑÐ¾Ð´Ð°Ð²Ð»Ð¸Ð²Ð°Ð½Ð¸Ðµ
Ð¼ÐµÑÐ¾Ð´ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð²
Ð°ÑÐ¼Ð°ÑÑÑÐ°
Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
ÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
reinforced concrete
plate
column
frame
suspension
finite element method
fittings
design

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description: The topic of the final qualifying work: "Pushing flat concrete slabs. Comparative analysis of ways to strengthen them".
The purpose of the study is to study the strength of reinforced concrete slabs reinforced with transverse reinforcement, and to evaluate the effectiveness of various reinforcement methods.
The object of research in this work is the junction of the floor slab with the column.
The subject of research is the functionality and capabilities of the software system of finite element analysis ANSYS.
The tasks that were set in this work:
ï­ To review the calculation methods of the column interface node with a non-accumulating girder-free overlap.
ï­ Select the most suitable parameters for the model, allowing you to accurately simulate the operation of plates when pushing, reinforced with transverse reinforcement.
ï­ Perform a numerical experiment using the models created by CE to study the effect of different types of transverse reinforcement on the work of the plate on pushing.
ï­ To analyze the influence of various factors on the work of plates from bursting with various transverse reinforcement.
The practical and theoretical significance of the dissertation work is:
ï­ method for modeling the junction of flat reinforced concrete slabs with a column reinforced with transverse reinforcement using the ANSYS finite element analysis system;
ï­ recommendations on an improved methodology for calculating the bearing capacity of flat reinforced concrete slabs, reinforced transverse reinforcement;
ï­ recommendations for the design of reinforced concrete slabs for pushing through by setting transverse reinforcement.