title: ÐÐ°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ Ð´Ð²ÑÑÐ°Ð²ÑÐ¾Ð²ÑÑ ÑÑÐ°Ð»ÑÐ½ÑÑ Ð±Ð°Ð»Ð¾Ðº Ñ ÑÐ¾Ð½ÐºÐ¾Ð¹ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð¾-Ð³Ð¾ÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¾Ð¹
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: The stress-strain state of I-beam steel beams with a thin transverse corrugated wall
Creators: name: ÐÐ°ÑÐ°ÑÐºÐµÐ²Ð¸Ñ, ÐÐ°ÑÐ¸Ñ
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: 2024
Subjects: Ð³Ð¾ÑÑÐ¾-Ð±Ð°Ð»ÐºÐ°
Ð³Ð¾ÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½Ð°Ñ ÑÑÐµÐ½ÐºÐ°
Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ
ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÐºÐ°ÑÐºÐ°Ñ
ÑÐ¸Ð½ÑÑÐ¾Ð¸Ð´Ð°Ð»ÑÐ½ÑÐµ Ð³Ð¾ÑÑÑ
Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ñ
sin-beam
corrugated wall
metal consumption
steel frame
sinusoidal corrugation
optimization of the section

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð»ÑÐ½ÑÑ Ð³Ð¾ÑÑÐ¾-Ð±Ð°Ð»Ð¾Ðº Ð¸ Ð¸Ñ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð±Ð°Ð»Ð¾Ðº ÑÐ°Ð·Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÐ¸Ð³ÑÑÐ°ÑÐ¸Ð¸; 2. ÐÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, ÑÐ²ÑÐ·Ð°Ð½Ð½ÑÑ Ñ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÐ¼Ð¸ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸ÑÐ¼Ð¸, ÑÐ°ÐºÐ¸Ð¼Ð¸ ÐºÐ°Ðº Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð¿Ð¾ Ð½Ð¾ÑÐ¼Ð°Ð»ÑÐ½ÑÐ¼ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸ÑÐ¼, Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸ Ð² Ð¿Ð»Ð¾ÑÐºÐ¾ÑÑÐ¸ Ð¸Ð·Ð³Ð¸Ð±Ð°, Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð±Ð°Ð»Ð¾Ðº Ð¿ÑÐ¸ ÐºÑÑÑÐµÐ½Ð¸Ð¸, ÑÐ°ÑÑÐ¾ÑÑ ÑÐ¾Ð±ÑÑÐ²ÐµÐ½Ð½ÑÑ ÑÐ¾ÑÐ¼ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¾Ð±ÑÐ°Ñ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð±Ð°Ð»Ð¾Ðº Ð¸ Ð¼ÐµÑÑÐ½Ð°Ñ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð³Ð¾ÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ ÑÑÐµÐ½Ð¾Ðº, Ð²ÐºÐ»ÑÑÐ°Ñ Ð»Ð¾ÐºÐ°Ð»ÑÐ½ÑÐµ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð² ÑÑÐµÐ½ÐºÐµ; 3. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð° ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ ÑÐ°Ð±Ð¾ÑÑ Ð³Ð¾ÑÑÐ¾-Ð±Ð°Ð»Ð¾Ðº Ð½Ð° Ð¸Ð·Ð³Ð¸Ð± Ð¸ ÐºÑÑÑÐµÐ½Ð¸Ðµ; 4. ÐÑÐ¸Ð²ÐµÐ´ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¼ÐµÑÐ°Ð»Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ ÑÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ° Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ð¸ Ð³Ð¾ÑÑÐ¾-Ð±Ð°Ð»Ð¾Ðº Ð¸ Ð±Ð°Ð»Ð¾Ðº Ñ Ð¿Ð»Ð¾ÑÐºÐ¾Ð¹ ÑÑÐµÐ½ÐºÐ¾Ð¹. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ¾Ðº Ð² Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð³Ð¾ÑÑÐ¾-Ð±Ð°Ð»Ð¾Ðº, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¼ÐµÑÐ¾Ð´Ð° ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð², Ñ Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÑÐ¸Ð¼ Ð°Ð½Ð°Ð»Ð¸Ð·Ð¾Ð¼ Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸ÐµÐ¼ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð². 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¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð»Ð¸ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸, Ð² ÑÐ¾Ð¼ ÑÐ¸ÑÐ»Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ðµ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ, Ð¾Ð±Ð»Ð°ÑÐ½ÑÐµ ÑÐµÑÐ²Ð¸ÑÑ, Ð±Ð°Ð·Ñ Ð´Ð°Ð½Ð½ÑÑ Ð¸ Ð¿ÑÐ¾ÑÐ¸Ðµ: Mendeley, ÑÐ¸ÑÑÐ¾Ð²Ð°Ñ Ð±Ð¸Ð±Ð»Ð¸Ð¾ÑÐµÐºÐ° Â«eLIBRARY.RUÂ», Ansys, ÐÐ¸ÑÐ°-Ð¡ÐÐÐ .
description: This work is devoted to the study of steel corrugated beams and their stress-strain state. Tasks that were solved during the research: 1. Numerical modeling of beams of different configurations has been performed; 2. The values for describing the stress-strain state are obtained; 3. The analysis of the results of numerical modeling related to limiting conditions, such as strength under normal stresses, deformations in the bending plane, torsional stiffness of beams, frequencies of natural oscillation forms, as well as the general stability of beams and local stability of corrugated walls, including local stresses in the wall, is carried out; 4. The effectiveness of the use of corrugated beams has been determined, taking into account the peculiarities of their operation; 5. The analysis of the calculation results of the steel frame of the building when using corrugated beams and beams with a flat wall is presented. In this work, an analysis of existing developments in the design of corrugated beams is performed, as well as numerical modeling using the finite element method, followed by analysis and comparison of the results obtained. To achieve these results, the following information technologies were used in the work, including software, cloud services, databases and others: Mendeley, digital library "eLIBRARY.RU ", Ansys, Lira-SAPR.