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Effect of weld reinforcement on axial plastic buckling of welded steel cylindrical shells 被引量:3

Effect of weld reinforcement on axial plastic buckling of welded steel cylindrical shells
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摘要 The effect of weld reinforcement on axial plastic buckling of welded steel cylindrical shells is investigated through experimental and numerical buckling analysis using six welded steel cylindrical shell specimens. The relationship between the amplitude of weld reinforcement and the axial plastic buckling critical load is explored. The effect of the material yield strength and the number of circumferential welds on the axial plastic buckling is studied. Results show that circumferential weld reinforcement represents a severe imperfect form of axially compressed welded steel cylindrical shells and the axial plastic buckling critical load decreases with the increment of the mean amplitude of circumferential weld reinforcement. The material yield strength and the number of circumferential welds are found to have no significant effect on buckling waveforms; however, the axial plastic buckling critical load can be decreased to some extent with the increase of the number of circumferential welds. The effect of weld reinforcement on axial plastic buckling of welded steel cylindrical shells is investigated through experimental and numerical buckling analysis using six welded steel cylindrical shell specimens. The relationship between the amplitude of weld reinforcement and the axial plastic buckling critical load is explored. The effect of the material yield strength and the number of circumferential welds on the axial plastic buckling is studied. Results show that circumferential weld re- inforcement represents a severe imperfect form of axially compressed welded steel cylindrical shells and the axial plastic buckling critical load decreases with the increment of the mean amplitude of circumferential weld reinforcement. The material yield strength and the number of circumferential welds are found to have no significant effect on buckling waveforms; however, the axial plastic buckling critical load can be decreased to some extent with the increase of the number of circumferential welds.
出处 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第2期79-90,共12页 浙江大学学报(英文版)A辑(应用物理与工程)
基金 supported by the National High-Tech R&D (863) Program of China (No. 2009AA044803) the National Key Technologies R&D Program of China (No. 2011BAK06B02) the Specialized Research Fund for the Doctoral Program of Higher Education (No. 20090101110051), China
关键词 Cylindrical shells Axial buckling PLASTIC WELD REINFORCEMENT Geometric imperfections 圆柱的壳;轴的弄弯;塑料;焊接;加强;几何瑕疵
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  • 1Amazigo, J.C., Budiansky, B., 1972. Asymptotic formulas for the buckling stresses of axially compressed cylinders with localized or random axisymmetric imperfections. Journal of Applied Mechanics, 39(1):179-184. [doi:10.1115/1. 3422608]. 被引量:1
  • 2Arbocz, J., Williams, J.G., 1977. Imperfection surveys on a 10-ft-diameter shell structure. AIAA Journal, 15(7): 949-956. [doi:10.2514/3.7389]. 被引量:1
  • 3Berry, P.A., Rotter, J.M., Bridge, R.Q., 2000. Compression tests on cylinders with circumferential weld depressions. Journal of Engineering Mechanics, 126(4):405-413. [doi:10.1061/(ASCE)0733-9399(2000)126:4(405)]. 被引量:1
  • 4Chen, Z.P., Sun, B., Yu, C.L., Zeng, M., 2009. Finite-element analysis of liquid-storage tank foundations using settlement difference as boundary condition. Proceedings of the Institution of Mechanical Engineers Part E: Journal of Process Mechanical Engineering, 221(3):119-127. [doi:10.1243/09544089JPME256]. 被引量:1
  • 5Clarke, M.J., Rotter, J.M., 1988. A Technique for the Meas-urement of Imperfections in Prototype Silos and Tanks. Tecnical Report No. R565, University of Sydney, Australia. 被引量:1
  • 6Ding,X.L.,Rotter,J.M.,1992.The Measurement of Imper-fections in Full-Scale Steel Silos.International Confer-ence on Bulk Materials Handling and Transportation,Wollongong,Australia,p.467-472. 被引量:1
  • 7Donnel,L.H.,Wan,C.C.,1950.Effect of imperfections on buckling of thin cylinders and columns under axial com-pression.Journal of Applied Mechanics,17(1):73-83. 被引量:1
  • 8Elishakoff,I.,Vanmanen,S.,Vermeulen,P.G.,Arbocz,J.,1985.First-order second-moment analysis of the buckling of shells with random initial imperfections.AIAA Journal,25(8):1113-1117.[doi:10.2514/3.9751]. 被引量:1
  • 9Gellin,S.,1979.Effect of axisymmetric imperfection on the plastic buckling of an axially compressed cylindrical shell.Journal of Applied Mechanics,46(1):125-131.[doi:10.1115/1.3424483]. 被引量:1
  • 10Holst,J.M.F.G.,Rotter,J.M.,Calladine,C.R.,1999.Imperfections in cylindrical shells resulting from fabrication misfits.Journal of Engineering Mechanics,125(4):410-418.[doi:10.1061/(ASCE)0733-9399(1999)125:4(410)]. 被引量:1

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