The conception of quasi-collapse-affine imperfections: A new approach to unfavourable imperfections of thin-walled shell structures

Thin-Walled Structures

Volumn 43, Issue 8, 2005, Pages 1202-1224

  Schneider, Werner ^a   Timmel, Ingo ^a   Höhn, Karsten ^a  

^a UNIVERSITY OF LEIPZIG   (Germany)

Author keywords

Cylindrical shell; GMNA; GMNIA; Imperfection pattern; Imperfection sensitivity; Quasi static analysis; Structural stability

Indexed keywords

APPROXIMATION THEORY; BUCKLING; CONCRETES; SENSITIVITY ANALYSIS; SHELLS (STRUCTURES); STEEL;

CYLINDRICAL SHELL; GMNA; GMNIA; IMPERFECTION PATTERNS; IMPERFECTION SENSITIVITY; QUASI-STATIC ANALYSIS; STRUCTURAL STABILITY;

THIN WALLED STRUCTURES;

EID: 22644437658     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2005.03.003     Document Type: Article

References (19)

1. H. Schmidt Stability of steel shell structures - general report J Constr Steel Res 55 2000 159 181
2. H. Beem, C. Koenke, U. Montag, and W. Zahlten FEMAS 2000 - finite element moduln of arbitrary structures User's manual, release 3.0 1996 Ruhr-University, Institute for Statics and Dynamics Bochum, Germany
3. Harte R, Eckstein U. Derivation of geometrically nonlinear finite shell elements via tensor notation. Int J Numer Meth Eng 1986;23:367-84.
4. Zahlten W. A contribution to the physically and geometrically nonlinear computer analysis of general reinforced concrete shells. Technical report 90-2, Department of Civil Engineering, Ruhr-University, Bochum, Germany; 1990.
5. EN 1993-1-6. Eurocode 3, design of steel structures - Parts 1-6: general rules - supplementary rules for the shell structures. Brussels, Belgium: CEN, 2005.
6. T. Karman, and H.S. Tsien Buckling of thin cylindrical shells under axial compression J Aeronaut Sci 8 1941 302 312
7. Koiter WT. Over de Stabiliteit van het elastisch Evenwicht. Dissertation, Polytechnik Institut, Delft; 1945.
8. W. Schneider Kollapsanalyse quasistatisch belasteter stählerner Schalentragwerke (Collapse analysis of quasi-static loaded steel shell structures) 2002 Shaker Aachen, Germany [in German]
9. Schneider W. Modelling of the collapse process of quasi-static loaded shell structures. Proceedings of fifth world congress on computational mechanics - WCCM V. Vienna, Austria; 2002 (http://www.wccm.tuwien.ac.at/publications/ Papers/fp80278.pdf ).
10. W. Schneider Konsistente geometrische Ersatzimperfektionen für den numerisch gestützten Beulsicherheitsnachweis (Consistent equivalent geometric imperfections for the numerical buckling strength verification of axially compressed shells) Stahlbau 269 2004 262 269 [in German]
11. W. Schneider Strukturanalyse schlanker stählerner Kreiszylinderschalen unter statischer Windbelastung (Structural analysis of slender cylindrical steel shells under static wind load) 2000 Shaker Aachen, Germany [in German]
12. W. Schneider, and W. Zahlten Load-bearing behaviour and structural analysis of slender ring-stiffened cylindrical shells under quasi-static wind load J Constr Steel Res 60 1 2004 125 146
13. I. Timmel, K. Höhn, W. Schneider, and R. Thiele Imperfection sensitivity of slender wind-loaded steel shells Archiv Civil Eng 49 3 2003 119 126
14. J.M. Rotter, and J.G. Teng Elastic stability of cylindrical shells with weld depressions J Struct Eng 115 5 1989 1244 1263
15. Rotter JM. Design standards and calculations for imperfect pressurised axially compressed cylinders. Proceedings of international conference on carrying capacity of steel shell structures, Brno, Czech Republic; 1997. p. 354-60.
16. J.W. Hutchinson, R.C. Tennyson, and D.B. Muggeridge Effect of a local axisymmetric imperfection on the buckling behaviour of a circular cylindrical shell under axial compression AIAA J 9 1 1971 48 52
17. J.G. Teng, and J.M. Rotter Buckling of pressurized axisymmetrically imperfect circular cylinders under axial loads J Eng Mech ASCE 118 2 1992 229 247
18. W. Schneider Unsafe basic statements about the imperfection sensitivity of steel shell structures M. Ivanyi Stability and ductility of steel structures 2002 Akademiai Kiado Budapest, Hungary 491 498
19. I. Timmel, W. Schneider, and K. Höhn Einfluss des Imperfektionsortes auf die Tragfähigkeit stählerner Kamine (The influence of the imperfection location on the load bearing capacity of steel chimneys) Leipzig Ann Civ Eng Rep 2001 381 393 [in German]