title: ÐÐµÐ¿Ð»Ð°Ð½Ð°ÑÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ ÑÐ¾Ð½ÐºÐ¾ÑÑÐµÐ½Ð½ÑÑ ÑÑÐµÑÐ¶Ð½ÐµÐ¹ Ð² ÑÐ·Ð»Ð°Ñ Ð¿Ð»Ð¾ÑÐºÐ¸Ñ ÑÐ°Ð¼
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: Deplanation of sections of thin-walled rods in the nodes of plane frames
Creators: name: Ð¡Ð¾Ð²ÐµÑÐ½Ð¸ÐºÐ¾Ð², ÐÐ°Ð½Ð¸Ð¸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: 2019
Subjects: Ð¡ÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð°Ñ Ð¼ÐµÑ Ð°Ð½Ð¸ÐºÐ°
Ð¡ÑÐµÑÐ¶Ð½Ð¸ ÑÐ¾Ð½ÐºÐ¾ÑÑÐµÐ½Ð½ÑÐµ
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description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÑÐ½ ÑÑÑÑ Ð´ÐµÐ¿Ð»Ð°Ð½Ð°ÑÐ¸Ð¸ ÑÐµÑÐµÐ½Ð¸Ñ Ð² ÑÐ·Ð»Ð°Ñ Ð¿Ð»Ð¾ÑÐºÐ¸Ñ ÑÐ°Ð¼ Ð² ÑÐ°Ð¼ÐºÐ°Ñ Â«Ð¿Ð¾Ð»ÑÑÐ´Ð²Ð¸Ð³Ð¾Ð²Ð¾Ð¹Â» ÑÐµÐ¾ÑÐ¸Ð¸ Ð.Ð. Ð¡Ð»Ð¸Ð²ÐºÐµÑÐ°. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½ Ð°Ð»Ð³Ð¾ÑÐ¸ÑÐ¼ ÑÐµÑÐµÐ½Ð¸Ñ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð·Ð°Ð´Ð°Ñ Ð»Ð¸Ð½ÐµÐ¹Ð½ÑÑ ÑÑÐµÑÐ¶Ð½ÐµÐ²ÑÑ ÑÐ¸ÑÑÐµÐ¼ ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ Ð¿Ð¾Ð»ÑÑÐ´Ð²Ð¸Ð³Ð¾Ð²Ð¾Ð¹ ÑÐµÐ¾ÑÐ¸Ð¸ Ð.Ð. Ð¡Ð»Ð¸Ð²ÐºÐµÑÐ° Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÐÐ Maple. ÐÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÑÑÑ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐ·Ð»Ð¾Ð²ÑÑ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¹ Ð² ÐÐ Ansys Workbench, ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ ÐºÐ¾ÑÑÐµÐ»ÑÑÐ¸Ð¸ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÑÐ¾Ð½ÐºÐ¾ÑÑÐµÐ½Ð½ÑÑ Ð¿ÑÐ¾ÑÐ¸Ð»ÐµÐ¹ Ð¸ ÑÐ¾ÐµÐ´Ð¸Ð½ÑÑÑÐµÐ¹ Ð¿Ð»Ð°ÑÑÐ¸Ð½Ñ Ð½Ð° Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð²ÐµÐ»Ð¸ÑÐ¸Ð½Ñ Ð½Ð¾ÑÐ¼Ð°Ð»ÑÐ½ÑÑ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¸ Ð±Ð¸Ð¼Ð¾Ð¼ÐµÐ½ÑÐ¾Ð² Ð¿ÑÐ¸ Ð¿Ð¾Ð²Ð¾ÑÐ¾ÑÐµ Ð¾ÑÐ¸ ÑÐµÑÐµÐ½Ð¸Ñ. ÐÐ¾Ð»ÑÑÐµÐ½Ñ ÑÐ°Ð±Ð»Ð¸ÑÑ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ¾Ð² Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð²ÐµÐ»Ð¸ÑÐ¸Ð½ Ð±Ð¸Ð¼Ð¾Ð¼ÐµÐ½ÑÐ¾Ð² Ð² ÑÐ·Ð»Ð¾Ð²Ð¾Ð¼ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¸ Ð² Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸ Ð¾Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÑÐ·Ð»Ð¾Ð²Ð¾Ð³Ð¾ ÑÐ¾ÐµÐ´Ð¸ÐµÐ½Ð¸Ñ. ÐÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÑÐ½ ÑÐ°ÑÑÑÑ Ð¿Ð»Ð¾ÑÐºÐ¾Ð¹ ÑÐ¾Ð½ÐºÐ¾ÑÑÐµÐ½Ð½Ð¾Ð¹ ÑÐ°Ð¼Ñ Ð±ÐµÐ· Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð´ÐµÐ¿Ð»Ð°Ð½Ð°ÑÐ¸Ð¸ Ð½Ð° Ð½Ð°Ð¿ÑÑÐ¶ÑÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ Ð² ÑÐ·Ð»Ð°Ñ Ð¸ Ñ ÑÑÑÑÐ¾Ð¼ ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ° Ð¿Ð¾Ð²Ð¾ÑÐ¾ÑÐ° Ð±Ð¸Ð¼Ð¾Ð¼ÐµÐ½ÑÐ°. ÐÐ¾Ð»ÑÑÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð´Ð»Ñ Ð¾Ð±Ð¾Ð¸Ñ ÑÐ»ÑÑÐ°ÐµÐ².
description: The deplanation of cross-section at the nodes of plane frames under the "semi-shear" theory of V. I. Slivker was considered in this paper. The algorithm for solving static problems of linear rod systems according to the âsemi-shearâ theory of V. I. Sliver by finite element method with the use of PC Maple was developed. The simulation of three different nodal connections was performed in PC Ansys Workbench. The correlation of the geometric characteristics of thin-walled profiles and the connecting plate to the change in the value of normal stresses and bimoments when the cross-section axis is rotated were considered. Tables of coefficients of changes in the values of moments at the nodal connection according to different geometric characteristics of the nodal connections were received. The calculation of a plane thin-walled frame without the influence of deplanation on the stress-strain state in the nodes and with taking into account the ârotation coefficientâ of the bimoment was performed. A comparison of the results for both cases was obtained.