Application of Liebowitz-Eftis Nonlinear Method To Fracture Control of Welded Structures
ABSTRACT Fracture control of high toughness steels requires both crack initiation and propagation control. In ductile materials, crack propagation resistance plays a key role, but this quality is not readily definable by any of the existing testing standards. Liebowitz, Eftis et a1 proposed a comprehensive theoretical treatment applicable to ductile fracture. This was applied to a set of COD test data obtained from welds in high strength pipeline steels. Although more experimental work is required, the correlation between the COD results and the L-E analysis is excellent. This type of analysis may provide a basis for significant insight into ductile fracture toughness evaluation. INTRODUCTION Fracture control is a vital design consideration in offshore structural engineering. The high toughness steels now available for the construction of critical engineering components are significantly safer against a catastrophic or unexpected failure than the strong, but brittle, steels of the past. Nevertheless, the basic criteria embodied in a "leak-before break" concept of fracture control are not yet a practical reality available to design engineers. This is because of the lack of a quantitative ductile fracture control parameter equivalent to KIC ' a toughness parameter from the theory of linear elastic fracture mechanics. The complete fracture process in ductile materials involves two separate stages; crack initiation and slow stable growth before point of instability is reached. Therefore, It is insufficient to characterize fracture behaviour in terms of a single parameter such as KIC which relates primarily to crack initiation resistance. What is required is an analytical method to characterize resistance of materials to a slowly advancing crack. However, studies in this field are generally limited to the analysis of the elastic-plastic stress fields around a crack, which are difficult to apply to practical testing requirements. Presently, there are two recognized testing standards fore ductile fracture toughness evaluation the J IC Test(1) and the Crack (Tip) Opening Displacement Test2. Both of them, however, attempt to characterize ductile fracture events under static loading by simple parameters which are related primarily to crack initiation resistance. Conceptually and analytically, neither method is capable of incorporating the subcritica1 crack growth in the measured fracture toughness parameter. In this paper, evidence is presented to show that the existing fracture toughness testing methodology and the results obtained there from, can be analyzed to obtain more pertinent information regarding the ductile fracture behaviour of welded joints. This analysis is accomplished by applying a theory proposed by Liebowitz and Eftis(3-7) which includes a fracture parameter to account for the energy contribution resulting from subcritical crack growth. MATERIALS AND TEST PROCEDURES Spiral welded samples of the X-70 grade linepipe steel were subjected to weld toughness evaluation by COD testing. The chemical composition and the mechanical properties of the six test pipes are listed in Tables 1 and 2. Rough cut sections containing the weld seam were flame cut from each of the six test pipes, straightened, machined and ground flat.
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