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Critical buckling load of pile in liquefied soil
Soil Dynamics and Earthquake Engineering, 2020Buckling instability has been recently identified as a possible mechanism of pile failure in liquefiable deposits and this failure mechanism is not explicitly mentioned in most design codes. To carry out routine design and checking, it is necessary to reliably estimate the critical buckling load of pile for a given liquefiable site.
Xiaoyu Zhang +3 more
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Critical Buckling Loads for Tapered Columns
Transactions of the American Society of Civil Engineers, 1962Formulas and graphs for determination of critical elastic buckling loads of uniformly tapered columns having wide flange section, box section, and other cross-sectional shapes are presented; columns with pinned ends, fixed-free ends, fixed-pinned ends, and fixed ends are considered; critical elastic buckling loads may be obtained directly from graphs ...
James M. Gere, Winfred O. Carter
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Stiffness and critical buckling load of perforated sheeting
Thin-Walled Structures, 2006Abstract This paper deals with selected foundations of the design of perforated trapezoidal sheeting. Based on numerical analysis, graphs on effective stiffness values for perforated sheeting with different arrays of holes are provided. As an outlook on further research, the calculation of the buckling coefficient for a perforated plate under uniform
Kathage, Karsten +2 more
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Approximate Derivation of Critical Buckling Load
Journal of Architectural Engineering, 2009This paper proposes an approximate derivation for the critical buckling load of a column, based on the application of a uniformly loaded beam's midspan moment and deflection to the buckled column's rotational equilibrium. The curvature of a pin-ended member, when it buckles under axial load, is similar to the curvature assumed by the same member when ...
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Safely Exceeding the "Critical Buckling Load" in Highly Deviated Holes
SPE Offshore Europe, 1989Abstract The critical buckling load, developed by Dawson and Paslay, is generally accepted as the limiting criteria for pushing tubing into a highly deviated hole. This criteria severely limits the distance coiled tubing can be pushed into a highly deviated hole.
Kenneth Newman +2 more
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Determination of critical buckling loads with Gröbner bases
Computers & Structures, 1995Abstract Grobner bases and the related Buchberger algorithm offer an elegant computational environment for the triangularization/solution of systems of few polynomial equations together with modern computer algebra systems. Here this approach is applied to the geometrically nonlinear structural analysis of columns and the critical buckling loads of ...
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Critical Buckling Load on Large Spherical Shells
Journal of the Structural Division, 1962Approximate evaluation for watertanks, hortonspheres, vapor containers, containment vessels for nuclear reactors, and so forth, has been computed, taking into account out-of-roundness and local flattened areas; graphs have been plotted giving critical buckling load as function of maximum radial deviation over average chord to flattened area.
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Field Curves for Critical Buckling Loads in Curving Wellbores
IADC/SPE Drilling Conference, 1998Abstract This paper gives a plotting technique and curves for estimating the axial compressive loads for the onset of sinusoidal buckling in curving wellbores. The analysis and data calculation are based entirely on previous work by others. Only the method of presenting the data is new.
T.H. Hill, R.B. Chandler
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Critical Buckling Loads of some Prismatic Plate Assemblies
1976Prismatic plate assemblies include closed and open section struts, stiffened panels with open or closed section longitudinal stiffeners and longitudinally stiffened tubes. Recent theoretical advances have made possible the computation of critical buckling loads (or natural frequencies) for such assemblies. The answers obtained are “exact”, in the sense
F. W. Williams +2 more
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International Journal of Structural Stability and Dynamics, 2019
This paper presents a novel approach for determining the critical lateral-torsional buckling loads of beams subjected to arbitrarily transverse loads. This new method is developed based on the classical energy method. However, the difference of the present method from the traditional energy methods is the formulation of potential energy of external ...
Chen, Zhenlei +2 more
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This paper presents a novel approach for determining the critical lateral-torsional buckling loads of beams subjected to arbitrarily transverse loads. This new method is developed based on the classical energy method. However, the difference of the present method from the traditional energy methods is the formulation of potential energy of external ...
Chen, Zhenlei +2 more
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