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.