18.97.9.169
18.97.9.169
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정수압하에서 박판 정방벌지의 변형특성과 불안정에 관한 연구
A study on the characteristic and instability of the diaphragm square bulge under hydraulic pressure
강대민 (Dae Min Kang)
UCI I410-ECN-0102-2008-530-001353483
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Hill`s anisotropy theory and isotropy theory under the deformed profile assumed two separate cases (that is circular and ellipitical) are applied to predict the plastic deformation charateristics of bulge, the strain and polar height under instability condition, using thin square diaphragms of stainless steel, mild steel, brass, copper and aluminum. In this study it was found that the pressure-polar height curves, and the polar height-the polar radius of curvature curve, under anisotropy theory and isotropy theory, assuming a circle profile, agree well with the experimental results, and the equavalent strains of the instability condition under anisotropy theory are better good agreement with the experimental results than those of the instability condition under isotropy theory. Beside, FLCo(plane Strain Intercept) obtained by Bethlehem FLC method and standard FLC method (modified) agree well with the experimental result.

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