title: Ð¡Ð¾Ð²Ð¼ÐµÑÑÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¸ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÑ Ð±Ð°Ð»Ð¾Ðº
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: Behaviour of steel-reinforced concrete slab and timber beams
Creators: name: Ð§ÑÐ´Ð½Ð¾Ð²Ð°, ÐÐºÐ°ÑÐµÑÐ¸Ð½Ð°
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: 2023
Subjects: ÐÐ»Ð¸ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ
ÐÐ°Ð»ÐºÐ¸ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÐµ
Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð°Ñ Ð¼ÐµÑ Ð°Ð½Ð¸ÐºÐ°
ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
combined slab
the stress-strain state

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð° Ð½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ, ÑÐ¾ÑÑÐ¾ÑÑÐµÐ¹ Ð¸Ð· ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÑ Ð¸ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÑ Ð±Ð°Ð»Ð¾Ðº. ÐÐ°Ð´Ð°ÑÐ¸, ÑÐµÑÐ°ÐµÐ¼ÑÐµ Ð² Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ð¸: - ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð² ÑÐ²ÐµÑÐ´Ð¾ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐµ Ð² ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¼ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ ANSYS; - Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð², Ð²Ð»Ð¸ÑÑÑÐ¸Ð¹ Ð½Ð° Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ (ÐÐÐ¡) ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ; - Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ Ð·Ð°ÐºÐ¾Ð½Ð¾Ð¼ÐµÑÐ½Ð¾ÑÑÐµÐ¹ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÐÐÐ¡ Ð² Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¾Ñ Ð²ÑÑÐ²Ð»ÐµÐ½Ð½ÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð²; - Ð°Ð½Ð°Ð»Ð¸Ð· Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ, Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÐºÐ¾ÑÐ¾ÑÐ¾Ð³Ð¾ Ð¸Ð¼ÐµÑÑÑÑ Ð±Ð°Ð»ÐºÐ¸ Ñ Ð¿ÑÐ¾Ð´Ð¾Ð»ÑÐ½ÑÐ¼Ð¸ ÑÑÐµÑÐ¸Ð½Ð°Ð¼Ð¸. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÑÐµÑÐ¸Ð½ Ð½Ð° Ð¾Ð±ÑÑÑ ÑÐ°Ð±Ð¾ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸; - Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¸ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð´Ð»Ñ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð´Ð»Ñ Ð¾Ð±ÑÐµÐºÑÐ°, ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿Ð¾ Ð°Ð´ÑÐµÑÑ ÐÐ°Ð¼ÐµÐ½Ð½Ð¾Ð¾ÑÑÑÐ¾Ð²ÑÐºÐ¸Ð¹ Ð¿ÑÐ¾ÑÐ¿ÐµÐºÑ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÐÐÐ¡ 32 Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ Ð¸ Ð²ÑÐ²ÐµÐ´ÐµÐ½ ÑÐ¿Ð¾ÑÐ¾Ð± Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð° Ð°Ð½ÐºÐµÑÐ¾Ð² Ð´Ð»Ñ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½ Ð¼ÐµÑÐ¾Ð´ ÑÐ°ÑÑÐµÑÐ°, ÑÐ¿ÑÐ°Ð²ÐµÐ´Ð»Ð¸Ð²ÑÐ¹ Ð´Ð»Ñ ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¸ Ð¸ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ðµ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ: elibrary, SCAD office Ð¸ ANSYS.
description: This work is aimed at investigating the joint work of a combined floor consisting of a steel-reinforced concrete slab and wooden beams. The tasks which are solved in the dissertation: - creation of a computational model of combined overlap in a solid-state formulation in the ANSYS computational software package; - determination of the main parameters affecting the stress-strain state of the combined overlap; - determination of the main patterns of stress-strain state changes depending on the identified parameters; - analysis of the load-bearing capacity of the slab, which includes beams with longitudinal cracks. Determination of the cracks effect on the general functioning of the construction; - carrying out analytical and software calculations to justify the reinforcement of the slap for the object located at Kamennoostrovsky Prospekt 27. As a result, the stress-strain state of 32 variants of combined floors was analyzed and a method for determining the number of anchors to ensure the joint operation of the structure was derived. On the basis of completed work, a calculation method, that is valid for combined slap, was obtained. The following information sources and software were used to achieve the results: elibrary, SCAD office and ANSYS.