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Volumn 73, Issue 4, 2004, Pages 262-269

Consistent equivalent geometric imperfections for the numerical buckling strength verification of axially compressed shells;Konsistente geometrische Ersatzimperfektionen für den numerisch gestützten Beulsicherheitsnachweis axial gedrückter Schalen

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING STRENGTH; LOAD BEARING CAPACITY; NONLINEAR ANALYSIS; RESISTANCE PARAMETERS;

EID: 2442592848     PISSN: 00389145     EISSN: None     Source Type: Trade Journal    
DOI: 10.1002/stab.200490072     Document Type: Article
Times cited : (8)

References (9)
  • 1
    • 0033749945 scopus 로고    scopus 로고
    • Stability of steel shell structures - General report
    • Schmidt, H.: Stability of steel shell structures - General Report. J. of Constr. Steel Research 55 (2000), pp. 159-181.
    • (2000) J. of Constr. Steel Research , vol.55 , pp. 159-181
    • Schmidt, H.1
  • 2
    • 2442599571 scopus 로고    scopus 로고
    • Unsafe basic statements about the imperfection sensitivity of steel shell structures
    • M. Ivanyi (Ed.). Budapest: Akademiai Kiado
    • Schneider, W.: Unsafe Basic Statements about the Imperfection Sensitivity of Steel Shell Structures. In: M. Ivanyi (Ed.), Stability and Ductility of Steel Structures. Budapest: Akademiai Kiado, 2002, pp. 491-498.
    • (2002) Stability and Ductility of Steel Structures , pp. 491-498
    • Schneider, W.1
  • 4
    • 0002080192 scopus 로고    scopus 로고
    • Design standards and calculations for imperfect pressurised axially compressed cylinders
    • Brno
    • Rotter, J. M.: Design Standards and Calculations for Imperfect Pressurised Axially Compressed Cylinders. Proc. Int. Conf. on Carrying Capacity of Steel Shell Structures. Brno, 1997, pp. 354-360.
    • (1997) Proc. Int. Conf. on Carrying Capacity of Steel Shell Structures , pp. 354-360
    • Rotter, J.M.1
  • 5
    • 84862357852 scopus 로고    scopus 로고
    • Die "ungünstigste" Imperfektionsform bei stählernen Schalentragwerken - Eine Fiktion?
    • Schneider, W.: Die "ungünstigste" Imperfektionsform bei stählernen Schalentragwerken - eine Fiktion? Eingereicht bei Bauingenieur.
    • Eingereicht bei Bauingenieur
    • Schneider, W.1
  • 8
    • 85008279537 scopus 로고
    • Effect of a local axisymmetric imperfection on the buckling behaviour of a circular cylindrical shell under axial compression
    • Hutchinson, J. W., Tennyson, R. C., Muggeridge, D. B.: Effect of a Local Axisymmetric Imperfection on the Buckling Behaviour of a Circular Cylindrical Shell under Axial Compression. AIAA Journal, Vol. 9, No. 1, 1971, pp. 48-52.
    • (1971) AIAA Journal , vol.9 , Issue.1 , pp. 48-52
    • Hutchinson, J.W.1    Tennyson, R.C.2    Muggeridge, D.B.3
  • 9
    • 0026818408 scopus 로고
    • Buckling of pressurized axisymmetrically imperfect circular cylinders under axial loads
    • ASCE
    • Teng, J. G., Rotter, J. M.: Buckling of Pressurized Axisymmetrically Imperfect Circular Cylinders Under Axial Loads. J. Engrg. Mech., ASCE, Vol. 118, No. 2, 1992, pp. 229-247.
    • (1992) J. Engrg. Mech. , vol.118 , Issue.2 , pp. 229-247
    • Teng, J.G.1    Rotter, J.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.