{"title":"考虑横向剪切变形的棒材平面弯曲的研究","authors":"S. Akhazhanov, Y. Utepov, T. Akhazhanov","doi":"10.51488/1680-080x/2022.4-11","DOIUrl":null,"url":null,"abstract":"The article presents an improved beam finite element, taking into account transverse shear deformations. The transverse shear deformation is taken into account using a parameter. The main dependence and the stiffness matrix of the finite element of the beam are found taking into account the deformation of the transverse shear. The calculation results are compared with analytical and numerical methods.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"29 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"INVESTIGATION OF PLANE BENDING OF A ROD WITH ACCOUNT FOR TRANSVERSAL SHEAR DEFORMATIONS\",\"authors\":\"S. Akhazhanov, Y. Utepov, T. Akhazhanov\",\"doi\":\"10.51488/1680-080x/2022.4-11\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The article presents an improved beam finite element, taking into account transverse shear deformations. The transverse shear deformation is taken into account using a parameter. The main dependence and the stiffness matrix of the finite element of the beam are found taking into account the deformation of the transverse shear. The calculation results are compared with analytical and numerical methods.\",\"PeriodicalId\":314558,\"journal\":{\"name\":\"Bulletin of Kazakh Leading Academy of Architecture and Construction\",\"volume\":\"29 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-12-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Kazakh Leading Academy of Architecture and Construction\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.51488/1680-080x/2022.4-11\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Kazakh Leading Academy of Architecture and Construction","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.51488/1680-080x/2022.4-11","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
INVESTIGATION OF PLANE BENDING OF A ROD WITH ACCOUNT FOR TRANSVERSAL SHEAR DEFORMATIONS
The article presents an improved beam finite element, taking into account transverse shear deformations. The transverse shear deformation is taken into account using a parameter. The main dependence and the stiffness matrix of the finite element of the beam are found taking into account the deformation of the transverse shear. The calculation results are compared with analytical and numerical methods.