{"title":"高强度钢冷弯空心型材:截面长径比和长细比特性对弯曲性能的影响","authors":"Shady Adib, Ieva Misiūnaitė","doi":"10.3846/mbmst.2019.066","DOIUrl":null,"url":null,"abstract":"Cold-formed tubular sections are widely applicated for a variety of structural solutions, primarily due to their\nadvantageous structural properties, inherent aesthetic characteristics and ease of prefabrication and mass production.\nHigh strength steels (HSS) are attaining growing attention from structural engineers and researchers due to their potential\non the design of lightweight and more economic structures. In combination with cold-formed tubular sections HSS\nmight serve as improvement on structural efficiency as well as solution for structural problems when usage of normal\nsteel is limited due to insufficient strength. However, innovative structural solutions are often faced problems related\nwith absence of appropriate design procedures. In most of the design codes cross-section design is performed following\nthe traditional classification procedure based on the slenderness of the individual constituents without respect to their\ninteraction. Moreover, tubular sections are generally treated in the same manner without respect to their formation route,\nembedding an elastic-perfectly plastic material model, without reference to the cold-formed sections increased strength\nand reduced ductility over the flat material. This paper reports on the numerical study of cold-formed HSS tubular beams\ndeformation response, with a focus on the effect of cross-section constituent’s interaction and strength enhancement\ninfluence on the cross-section slenderness. Finite element (FE) models were first developed and validated against existing test results. Upon validation against the experimental results, parametric studies were carried out to expand the\navailable flexural response data over a range of cross-section aspect ratio, cross-section slenderness and steel grades.\nThe obtained numerical results were used to assess the suitability of the current design codes cross-sections classification\nfor cold-formed HSS tubular beams.","PeriodicalId":169478,"journal":{"name":"The proceedings of the 13th international conference \"Modern Building Materials, Structures and Techniques\" (MBMST 2019)","volume":"56 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-12-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"High strength steel cold-formed hollow sections: implication of cross-section aspect ratio and slenderness characteristics on flexural behavior\",\"authors\":\"Shady Adib, Ieva Misiūnaitė\",\"doi\":\"10.3846/mbmst.2019.066\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Cold-formed tubular sections are widely applicated for a variety of structural solutions, primarily due to their\\nadvantageous structural properties, inherent aesthetic characteristics and ease of prefabrication and mass production.\\nHigh strength steels (HSS) are attaining growing attention from structural engineers and researchers due to their potential\\non the design of lightweight and more economic structures. In combination with cold-formed tubular sections HSS\\nmight serve as improvement on structural efficiency as well as solution for structural problems when usage of normal\\nsteel is limited due to insufficient strength. However, innovative structural solutions are often faced problems related\\nwith absence of appropriate design procedures. In most of the design codes cross-section design is performed following\\nthe traditional classification procedure based on the slenderness of the individual constituents without respect to their\\ninteraction. Moreover, tubular sections are generally treated in the same manner without respect to their formation route,\\nembedding an elastic-perfectly plastic material model, without reference to the cold-formed sections increased strength\\nand reduced ductility over the flat material. This paper reports on the numerical study of cold-formed HSS tubular beams\\ndeformation response, with a focus on the effect of cross-section constituent’s interaction and strength enhancement\\ninfluence on the cross-section slenderness. Finite element (FE) models were first developed and validated against existing test results. Upon validation against the experimental results, parametric studies were carried out to expand the\\navailable flexural response data over a range of cross-section aspect ratio, cross-section slenderness and steel grades.\\nThe obtained numerical results were used to assess the suitability of the current design codes cross-sections classification\\nfor cold-formed HSS tubular beams.\",\"PeriodicalId\":169478,\"journal\":{\"name\":\"The proceedings of the 13th international conference \\\"Modern Building Materials, Structures and Techniques\\\" (MBMST 2019)\",\"volume\":\"56 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2019-12-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"The proceedings of the 13th international conference \\\"Modern Building Materials, Structures and Techniques\\\" (MBMST 2019)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.3846/mbmst.2019.066\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"The proceedings of the 13th international conference \"Modern Building Materials, Structures and Techniques\" (MBMST 2019)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3846/mbmst.2019.066","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
High strength steel cold-formed hollow sections: implication of cross-section aspect ratio and slenderness characteristics on flexural behavior
Cold-formed tubular sections are widely applicated for a variety of structural solutions, primarily due to their
advantageous structural properties, inherent aesthetic characteristics and ease of prefabrication and mass production.
High strength steels (HSS) are attaining growing attention from structural engineers and researchers due to their potential
on the design of lightweight and more economic structures. In combination with cold-formed tubular sections HSS
might serve as improvement on structural efficiency as well as solution for structural problems when usage of normal
steel is limited due to insufficient strength. However, innovative structural solutions are often faced problems related
with absence of appropriate design procedures. In most of the design codes cross-section design is performed following
the traditional classification procedure based on the slenderness of the individual constituents without respect to their
interaction. Moreover, tubular sections are generally treated in the same manner without respect to their formation route,
embedding an elastic-perfectly plastic material model, without reference to the cold-formed sections increased strength
and reduced ductility over the flat material. This paper reports on the numerical study of cold-formed HSS tubular beams
deformation response, with a focus on the effect of cross-section constituent’s interaction and strength enhancement
influence on the cross-section slenderness. Finite element (FE) models were first developed and validated against existing test results. Upon validation against the experimental results, parametric studies were carried out to expand the
available flexural response data over a range of cross-section aspect ratio, cross-section slenderness and steel grades.
The obtained numerical results were used to assess the suitability of the current design codes cross-sections classification
for cold-formed HSS tubular beams.