| contributor author | L. W. | |
| contributor author | Tong | |
| contributor author | H. Z. | |
| contributor author | Zheng | |
| contributor author | F. R. | |
| contributor author | Mashiri | |
| contributor author | X. L. | |
| contributor author | Zhao | |
| date accessioned | 2017-05-08T22:00:27Z | |
| date available | 2017-05-08T22:00:27Z | |
| date copyright | November 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000803.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68692 | |
| description abstract | Nodal T-connections made up of circular hollow section (CHS) braces and square hollow section (SHS) chords (CHS-SHS T-connections) have the advantage that they do not require complex brace end preparation when compared with CHS-CHS T-connections. The stress-concentration factors (SCFs) in CHS-SHS T-connections have also been found to be lower than those in SHS-SHS T-connections by previous researchers. At present, no parametric equations have been developed for determination of SCFs for the design of CHS-SHS T-connections. In this investigation, eight CHS-SHS T-connections with unique nondimensional parameters were strain gauged for determination of strain-concentration factors (SNCFs) and therefore SCFs. A three-dimensional finite-element model was then developed using the | |
| publisher | American Society of Civil Engineers | |
| title | Stress-Concentration Factors in Circular Hollow Section and Square Hollow Section T-Connections: Experiments, Finite-Element Analysis, and Formulas | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000759 | |
| tree | Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 011 | |
| contenttype | Fulltext | |
