Strain concentrations at intersection regions of a multiplanar tubular DX-joint

Authors
Citation
Sp. Chiew et Ck. Soh, Strain concentrations at intersection regions of a multiplanar tubular DX-joint, J CONSTR ST, 53(2), 2000, pp. 225-244
Citations number
13
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
ISSN journal
0143974X → ACNP
Volume
53
Issue
2
Year of publication
2000
Pages
225 - 244
Database
ISI
SICI code
0143-974X(200002)53:2<225:SCAIRO>2.0.ZU;2-Z
Abstract
A large-scale steel multiplanar tubular Double X-joint (DX-joint) specimen was tested such that its in-plane and out-of-plane braces were subjected to three different load cases of pure axial forces. The strain gradients at t he joint intersection regions were measured and consequently the hot spot s train locations, and hence, the strain concentration factors (SNCFs) were d etermined. The shapes of the SNCF distributions and the peak SNCFs determin ed in the tests were found to be in good agreement with those obtained by f inite element (FE) analyses, except for the load case where all the braces were subjected to axial tensile forces. In addition, the results at the pea k hot-spot saddle locations were compared with those predicted using author s FE analyses, Efthymiou's influence function (IF) method (Efthymiou M. Dev elopment of SCF formulae and generalized influence functions for use in fat igue analysis. Proceedings of OTJ Conference, Surrey, UK, October 1988) and Romeijn's equations (Romeijn A, Puthli RS, De Koning CHM, Wardenier J. Str ess and strain concentration factors of multiplanar joint made of circular hollow sections. Proceedings of the Second International Offshore and Polar Engineering Conference, San Francisco, USA, June 1992:384-93). Due to the multiplanar stiffening effect of the loaded out-of-plane braces, the IF met hod (Efthymiou M. Development of SCF formulae and generalized influence fun ctions for use in fatigue analysis. Proceedings of OTJ Conference, Surrey, UK, October 1988) grossly overestimated the test results in the case where all the braces were subjected to axial tensile forces. (C) 2000 Elsevier Sc ience Ltd. All rights reserved.