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contributor authorSing-Ping Chiew
contributor authorChee-Kiong Soh
contributor authorNai-Wen Wu
date accessioned2017-05-08T20:57:17Z
date available2017-05-08T20:57:17Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%290733-9445%281999%29125%3A11%281239%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33096
description abstractA typical large-scale, steel, multiplanar tubular XT-joint specimen was tested, with its in-plane and out-of-plane braces subjected to a total of 11 different load cases comprising the basic axial loading as well as axial loadings combined with in-plane-bending (IPB) and out-of-plane-bending (OPB) moments. The stress concentration factors (SCFs), strain concentration factors (SNCFs), and the SCF-to-SNCF ratio (S/N Ratio) at the potential hot spot stress locations were investigated. An average S/N Ratio of 1.16 was derived from all the test load cases. The SCFs at typical hot spot locations were also calculated using finite-element (FE) analysis. The good agreement between the numerical and the experimental SCF results confirmed the reliability of the numerical modeling of the XT-joint. In addition, the writers' SCF results were compared with Efthymiou's influence function (IF) method and the ones derived from the corresponding uniplanar T-/X-joints. A clearer understanding of the significance of the multiplanar effects for fatigue design was obtained through this comparison study.
publisherAmerican Society of Civil Engineers
titleExperimental and Numerical Stress Analyses of Tubular XT-Joint
typeJournal Paper
journal volume125
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1999)125:11(1239)
treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 011
contenttypeFulltext


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