{"title":"Analysis and Design of Concrete Filled Steel Tubular Chord and Brace Bridge Girder under Flexural Loading.","authors":"Sharath H P, Dr. Raviraj S, Dr. Chandradhara G P","doi":"10.52783/tjjpt.v44.i5.2734","DOIUrl":null,"url":null,"abstract":"This study focuses on the flexural behavior of a composite construction consisting of three concrete filled steel tubular (CFST) chords connected by a circular steel braces. The CFST members exhibit advantages such as stiffness, strength, capacity, and ductility compared to conventional steel and reinforced concrete members. The study uses CATIA V5 software for modelling the truss specimens, and ANSYS software for finite element analysis. The main parameters examined include shear span ratio, angle between brace and chord, presence of infilled concrete, subsequent flexural behavior, and material interaction. The moment of resistance of the CFST truss with braces is calculated using the working stress method, and a design table for ultimate load carrying capacity of different circular sections is generated. The study aims to understand the effects of shear span ratio, angle of chord, brace, and presence of infill concrete on the CFST chord and brace girder.","PeriodicalId":39883,"journal":{"name":"推进技术","volume":"94 9","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-12-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"推进技术","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.52783/tjjpt.v44.i5.2734","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0
Abstract
This study focuses on the flexural behavior of a composite construction consisting of three concrete filled steel tubular (CFST) chords connected by a circular steel braces. The CFST members exhibit advantages such as stiffness, strength, capacity, and ductility compared to conventional steel and reinforced concrete members. The study uses CATIA V5 software for modelling the truss specimens, and ANSYS software for finite element analysis. The main parameters examined include shear span ratio, angle between brace and chord, presence of infilled concrete, subsequent flexural behavior, and material interaction. The moment of resistance of the CFST truss with braces is calculated using the working stress method, and a design table for ultimate load carrying capacity of different circular sections is generated. The study aims to understand the effects of shear span ratio, angle of chord, brace, and presence of infill concrete on the CFST chord and brace girder.
期刊介绍:
"Propulsion Technology" is supervised by China Aerospace Science and Industry Corporation and sponsored by the 31st Institute of China Aerospace Science and Industry Corporation. It is an important journal of Chinese degree and graduate education determined by the Academic Degree Committee of the State Council and the State Education Commission. It was founded in 1980 and is a monthly publication, which is publicly distributed at home and abroad.
Purpose of the publication: Adhere to the principles of quality, specialization, standardized editing, and scientific management, publish academic papers on theoretical research, design, and testing of various aircraft, UAVs, missiles, launch vehicles, spacecraft, and ship propulsion systems, and promote the development and progress of turbines, ramjets, rockets, detonation, lasers, nuclear energy, electric propulsion, joint propulsion, new concepts, and new propulsion technologies.