引張せん断荷重を受ける1点スポット溶接重ね継手の応力分布

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The state of stress under tension-shear load was investigated experimentally and analytically on the single spot welded lop joint of single shear splice. Specimens were made from mild steel sheet of 1.0 mm thickness. The stress distributions on the surfaces of the specimen were examined experimentally by the brittle coating and strain gege methods. According to the experimental results, the state of stress in the joint under tension-shear load appeared to be determined by the following factors. (i) Plane stress distribution near the weld nugget caused by the local transmission of load. (ii) Bending in the longitudinal direction resulted from the offset of lapped plates. (iii) Bending in the transverse direction, occured secondarily by the superposed effect of factors (i) and (ii). To clarify the estate of stress owing to factor (i), the plane stress distribution was examined by the experiments on the middle plate of single spot welded double shear lap joint in tension, which was not affected by bending. Two-dimensional analysis by the finite element method was also made of the assumption of the idealized"Plane Model". In connection with the state of stress due to longitudinal bending (factor (ii)), two-dimensional finite element analysis was employed on the"Section Model"of single spot welded single shear lop joint. Finally, the experimental stresses on the single spot welded single shear lop joint were compared with the analytical values, which were obtained by superposition of the stresses computed by Plane and Section Models. The results obtained are as follows : (1) In the stress measurement on the single spot welded single shear lap joint, the peak stress at 3 mm distant above the nugget edge attained the value 3.9 or -1.3 times of the nominal tensile stress on the inner or outer surface of lapped plate, respectively. (2) The plane stress distribution computed by Plane Model agreed fairly well with the experimental result observed on the middle plate of double shear lap joint. In the finite element analysis by Plane Model, the lapped plates of the joint were doubly defined in the same plane. (3) The stress concentration factor deduced from the plane stress distribution was 2.2〜2.3 at the nugget edge of the joint, where the width of joint was 25 mm and the nugget diameter was 5^Φ. (4) At the representative positions on the inner and outer surfaces of single shear lap joint, the superposed values of the stresses computed on the factors (i) and (ii) corresponded well with the axial stresses obtained from the experiments.
社団法人日本材料学会の論文
1973-06-15

引張せん断荷重を受ける1点スポット溶接重ね継手の応力分布

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