Timoshenko beam-column buckling. Does Dario stand the test?

Engineering Structures

Volumn 30, Issue 11, 2008, Pages 3389-3393

  Blaauwendraad, Johan ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Beam columns; Haringx theory; Shear deformation; Stability; Weak in shear

Indexed keywords

CONVERGENCE OF NUMERICAL METHODS; HELICAL SPRINGS; PARTICLE BEAMS; SHEAR DEFORMATION; SLOPE STABILITY;

BEAM-COLUMNS; CRITICAL BUCKLING LOADS; DEFLECTION EQUATIONS; HARINGX THEORY; SECOND ORDER ANALYSIS; SEMIRIGID CONNECTIONS; STABILITY THEORIES; WEAK-IN-SHEAR;

BUCKLING;

BUCKLING; COLUMN; DEFLECTION; DEFORMATION; FAILURE ANALYSIS; SLOPE STABILITY; STRUCTURAL ANALYSIS; TESTING METHOD; THEORETICAL STUDY;

DARIO;

EID: 54949137640     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.09.010     Document Type: Note

References (6)

1. Aristizabal-Ochoa J.D. Slope-deflection equations for stability and second-order analysis of Timoshenko beam-column structures with semi-rigid connections. Eng Struct 30 9 (2008)
2. Haringx J.A. On the buckling and the lateral rigidity of helical compression springs. Proceedings of the section of sciences of the Koninklijke Nederlandse Academie van Wetenschappen vol. 45 (1942), Royal Academy of Sciences in the Netherlands 533 [in English]
3. Timoshenko S.P., and Gere J.M. Theory of elastic stability. 2nd ed. international student edition (1964), McGraw-Hill
4. Engesser F. Die Knickfestigkeit gerader Stäbe. Zent Bauverwal 11 (1891) 483 [in German]
5. Ziegler H. Arguments for and against Engesser's buckling formulas. Ingenieur-Archiv vol. 52 (1982), Springer-Verlag 105-113
6. Bazǎnt ZP. Shear buckling of sandwich, fiber composite and lattice columns, bearings and helical springs: Paradox resolved. J Appl Mech; 70(1):75-83