{"title":"用ansys对城堡式梁的应力进行建模与手工设计比较","authors":"E. Rajalakshmi","doi":"10.1109/ICCTET.2013.6675951","DOIUrl":null,"url":null,"abstract":"The objective of this thesis is to investigate and evaluate the use of the finite element method for the analysis of castellated beams. The analysis is to be carried on the castellated beams and calculated the stresses values. By knowing stresses values we can calculate the deflection, load carrying capacity of the beam. The following procedure is used to meet this goal 1. A literature review is conducted to evaluate previous analytical procedures related to castellated beams. 2. A calibration model using a commercial finite element analysis package (ANSYS) is set up and analysis is done.","PeriodicalId":242568,"journal":{"name":"2013 International Conference on Current Trends in Engineering and Technology (ICCTET)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2013-07-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Modeling and manual design comparision of streeses in castellated beam using ansys\",\"authors\":\"E. Rajalakshmi\",\"doi\":\"10.1109/ICCTET.2013.6675951\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The objective of this thesis is to investigate and evaluate the use of the finite element method for the analysis of castellated beams. The analysis is to be carried on the castellated beams and calculated the stresses values. By knowing stresses values we can calculate the deflection, load carrying capacity of the beam. The following procedure is used to meet this goal 1. A literature review is conducted to evaluate previous analytical procedures related to castellated beams. 2. A calibration model using a commercial finite element analysis package (ANSYS) is set up and analysis is done.\",\"PeriodicalId\":242568,\"journal\":{\"name\":\"2013 International Conference on Current Trends in Engineering and Technology (ICCTET)\",\"volume\":\"1 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2013-07-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2013 International Conference on Current Trends in Engineering and Technology (ICCTET)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/ICCTET.2013.6675951\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2013 International Conference on Current Trends in Engineering and Technology (ICCTET)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICCTET.2013.6675951","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Modeling and manual design comparision of streeses in castellated beam using ansys
The objective of this thesis is to investigate and evaluate the use of the finite element method for the analysis of castellated beams. The analysis is to be carried on the castellated beams and calculated the stresses values. By knowing stresses values we can calculate the deflection, load carrying capacity of the beam. The following procedure is used to meet this goal 1. A literature review is conducted to evaluate previous analytical procedures related to castellated beams. 2. A calibration model using a commercial finite element analysis package (ANSYS) is set up and analysis is done.