欠陥を有する溶接部の変形能力に関する研究 : その 3 単純引張試験における欠陥寸法および板幅の影響と非線形破壊力学的考察

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The monotonic tensile tests of cruciform butt weld joints with incomplete root penetration were carried out to investigate the strength and the deformation capacity dependency on the size of defect and the plate width. And the test results were considered by means of J-integral analysis that is one of the non-linear fracture mechanics. The conclusions are summarized as follows. (1) The crack initiation was recognized before the maximum load in every specimens and the all fractures were occured due to stable crack growth. (2) Any difference of the strength and the deformation capacity cannot be recognized between the defect length and the defect height those defective areas are equal. (3) The crack length and the plate width dependency on the J-integral value was analyzed by the elastic-plastic finite element method. From the results, the relations between the J-integral value and the average elongation that gauge length is 300mm almost depend on only the crack length. (4) The equivalent through-thickness defect length is more reasonable than the ratio of defective area in the estimation of the maximum gross stress and the average elongation of defective welded joints. The gross maximum stress and the average elongation those are estimated by the equivalent through-thickness defect length are not depend on the plate width. This result corresponds to the result of J-integral analysis. (5) J-integral value and crack tip opening displacement those are parameters of fracture toughness and the average elongation have some relations each other. However, the relations are so different from the past studies that more experiments are needed to equationalize the relations.
社団法人日本建築学会の論文
1983-06-30

欠陥を有する溶接部の変形能力に関する研究 : その 3 単純引張試験における欠陥寸法および板幅の影響と非線形破壊力学的考察

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