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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 185
A Numerical Method to Determine the Characteristic Lengths of Composite Joints J.H. Kweon+, J.H. Choi+, J.W. Jung+ and S.G. Lee*
+School of Mechanical and Aerospace Engineering, Gyeongsang National University, Jinju, Gyeongnam, Korea
J.H. Kweon, J.H. Choi, J.W. Jung, S.G. Lee, "A Numerical Method to Determine the Characteristic Lengths of Composite Joints", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 185, 2004. doi:10.4203/ccp.79.185
Keywords: characteristic length, composite, joint, strength, failure, bearing.
Summary
A numerical method is presented to determine the characteristic lengths for the failure
analysis of composite joints without testing. In the conventional methods, compressive
characteristic length was determined from the result of a combined bearing test and finite
element analysis. The present study, however, shows that the same compressive characteristic
length can be obtained by numerical calculation without the bearing test. Basic concept to
determine the compressive characteristic length is shown in Figure 1(a). In the joint, ,
, mm. The terms , , , and mean the hole-diameter, width, edge-distance,
and thickness of the joint, respectively. Stacking sequence of the graphite/epoxy joint shown
is
, which is derived from an actual aircraft
control rod joint. Idea of the numerical method to determine the characteristic lengths without
testing came from the analysis results that the stress distribution in the characteristic length
specimens is almost linearly proportional to the applied load although the nonlinear contact
analysis is performed. Consequently, as shown in the figure, the application of the bearing
failure load is not necessarily required to decide the characteristic length. Although an
arbitrary load, not necessarily the tested bearing failure load, is applied, the stress distribution
varies in proportion to the applied load and the compressive characteristic length is same
The new tensile characteristic length is defined using the strength of the notched laminate as the reference stress level as shown in Figure 1(b), whereas conventional method uses the strength of the sound laminate. Using the new definition of the tensile characteristic length, it can be calculated numerically without characteristic length test like the compressive characteristic length. As shown in the figure, the tensile characteristic length based on the new method is different from the one by the conventional method because a different definition was used. Therefore, joint failure loads by the two methods should be compared with joint test results for the validation. Figure 2 and Table 1 show the joint shape and the failure loads of the joints, respectively. The failure loads of the joints showing the bearing mode (failure mode, B) are exactly the same as the ones by the conventional method because the compressive characteristic lengths are same. As for the net-tension failure load (failure mode, N), the present method predicts the joint strength more accurately. In conclusion, the finite element results based on the characteristic lengths calculated without testing show the same or better agreement with the joint test results than conventional method using the characteristic length test.
References
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