Stress concentration factors of N-joints of concrete-filled tubes subjected to axial loads
- Authors
- Kim, In-Gyu; Chung, Chul-Hun; Shim, Chang-Su; Kim, Young-Jin
- Issue Date
- Mar-2014
- Publisher
- KOREAN SOC STEEL CONSTRUCTION-KSSC
- Keywords
- concrete filled circular hollow steel section; stress concentration; hot-spot stress; tubular girder
- Citation
- INTERNATIONAL JOURNAL OF STEEL STRUCTURES, v.14, no.1, pp 1 - 11
- Pages
- 11
- Journal Title
- INTERNATIONAL JOURNAL OF STEEL STRUCTURES
- Volume
- 14
- Number
- 1
- Start Page
- 1
- End Page
- 11
- URI
- https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/12454
- DOI
- 10.1007/s13296-014-1001-9
- ISSN
- 1598-2351
2093-6311
- Abstract
- The use of concrete filled circular hollow steel section (CFCHS) members in bridge design is a relatively new concept. In the design of recently constructed steel-concrete composite bridges using CFCHS truss girders for the main load carrying structure, the fatigue verification of the tubular spatial truss joints is a main issue. This paper presents a comprehensive study on stress concentration in welded tubular steel N-joints. Finite element analyses are performed in order to derive stress concentration factors (SCFs) from hot-spot stresses for typical three load conditions. The SCF values are presented in the form of equations in terms of the non-dimensional joint parameters. The proposed SCF equation for CFCHS N-joints shows good agreement with the test results on a tubular girder model. The presence of infilled grout in the chord is found to reduce the SCF.
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