{"title":"疲劳载荷下铸钢构件的简化设计","authors":"","doi":"10.1002/stco.202270105","DOIUrl":null,"url":null,"abstract":"Theoretically, cast steel is ideally suited for use in structures subject to fatigue loads due to its high mechanical strength and virtually free shaping possibilities. However, the component resistance is determined by manufacturing-related imperfections. Due to a lack of knowledge and the absence of easily applicable design approaches, the use of cast steel components is usually rejected or countered by the highest demands on manufacturing quality. This blanket choice is usually uneconomical and not necessary from a technical point of view, since even major casting defects do not necessarily reduce the performance of a component. In this paper, an easy-to-use design approach is presented, which allows the determination of manufacturing quality based on local stresses. The link between fatigue strength and allowable defect sizes is established by newly defined resistance categories. The component design is carried out by limiting maximum stress ranges, is based on established verification concepts, and is thus directly adapted to practical construction applications. Influences such as medium-voltage dependence, shape tolerances, brittle fractures, stress gradients and interaction of neighbouring flaws are considered by reduction factors or additional conditions.","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":null,"pages":null},"PeriodicalIF":1.2000,"publicationDate":"2022-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Simplified design of cast steel components under fatigue loads\",\"authors\":\"\",\"doi\":\"10.1002/stco.202270105\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Theoretically, cast steel is ideally suited for use in structures subject to fatigue loads due to its high mechanical strength and virtually free shaping possibilities. However, the component resistance is determined by manufacturing-related imperfections. Due to a lack of knowledge and the absence of easily applicable design approaches, the use of cast steel components is usually rejected or countered by the highest demands on manufacturing quality. This blanket choice is usually uneconomical and not necessary from a technical point of view, since even major casting defects do not necessarily reduce the performance of a component. In this paper, an easy-to-use design approach is presented, which allows the determination of manufacturing quality based on local stresses. The link between fatigue strength and allowable defect sizes is established by newly defined resistance categories. The component design is carried out by limiting maximum stress ranges, is based on established verification concepts, and is thus directly adapted to practical construction applications. Influences such as medium-voltage dependence, shape tolerances, brittle fractures, stress gradients and interaction of neighbouring flaws are considered by reduction factors or additional conditions.\",\"PeriodicalId\":54183,\"journal\":{\"name\":\"Steel Construction-Design and Research\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.2000,\"publicationDate\":\"2022-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Steel Construction-Design and Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1002/stco.202270105\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Steel Construction-Design and Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1002/stco.202270105","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Simplified design of cast steel components under fatigue loads
Theoretically, cast steel is ideally suited for use in structures subject to fatigue loads due to its high mechanical strength and virtually free shaping possibilities. However, the component resistance is determined by manufacturing-related imperfections. Due to a lack of knowledge and the absence of easily applicable design approaches, the use of cast steel components is usually rejected or countered by the highest demands on manufacturing quality. This blanket choice is usually uneconomical and not necessary from a technical point of view, since even major casting defects do not necessarily reduce the performance of a component. In this paper, an easy-to-use design approach is presented, which allows the determination of manufacturing quality based on local stresses. The link between fatigue strength and allowable defect sizes is established by newly defined resistance categories. The component design is carried out by limiting maximum stress ranges, is based on established verification concepts, and is thus directly adapted to practical construction applications. Influences such as medium-voltage dependence, shape tolerances, brittle fractures, stress gradients and interaction of neighbouring flaws are considered by reduction factors or additional conditions.
期刊介绍:
Steel Construction publishes peerreviewed papers covering the entire field of steel construction research. In the interests of "construction without depletion", it skilfully combines steel with other forms of construction employing concrete, glass, cables and membranes to form integrated steelwork systems. Since 2010 Steel Construction is the official journal for ECCS- European Convention for Constructional Steelwork members. You will find more information about membership on the ECCS homepage. Topics include: -Design and construction of structures -Methods of analysis and calculation -Experimental and theoretical research projects and results -Composite construction -Steel buildings and bridges -Cable and membrane structures -Structural glazing -Masts and towers -Vessels, cranes and hydraulic engineering structures -Fire protection -Lightweight structures