For a cantilever beam-column with one end built-in and the free end subjected to an oblique-eccentric arbitrary concentrated force, general formulas to produce failure were derived. The original generalized uniform solution to the oblique-eccentric buckling problem was obtained. The Secant formula and Euler’s formula were proved to be specific cases in this general solution. The load ratio, F/aE, was derived as functions of the force acting direction, α, the slenderness ratio, L/r, as well as the eccentricity ratio, ec/r2. Material and buckling failures aspects were combined in a uniform structural failure analysis. Safe regions for the load ratio, F/aE, were visualized in the three-dimensional (F/aE)-α-(L/r) space with the eccentricity ratios, ec/r2, as a parameter. The column failure factor, kL, was shown to be a key index controlling both aspects of failure as well as the orientation of the second stiff est region. The angle αE = tan−1 (2L/πe) for kL = π/2 is the singular point for both strength and buckling failure, and αII = tan−1 (2L/3e) for kL = 0 is the upper bound of the second stiffest region. The feasible domain of the second stiffest region is bounded by αE and αII both of which are only functions of geometrical properties. The implications of these analyses for the experimental validation of cervical spine trauma are discussed.
Skip Nav Destination
Article navigation
February 1992
Research Papers
Failure Analysis of a Beam-Column Under Oblique-Eccentric Loading: Potential Failure Surfaces for Cervical Spine Trauma
Q. G. Dai
Department of Biomedical Engineering, University of Iowa, Iowa City, IA 52242
Y. K. Liu
Department of Biomedical Engineering, University of Iowa, Iowa City, IA 52242
J Biomech Eng. Feb 1992, 114(1): 119-128 (10 pages)
Published Online: February 1, 1992
Article history
Received:
May 24, 1990
Revised:
May 10, 1991
Online:
March 17, 2008
Citation
Dai, Q. G., and Liu, Y. K. (February 1, 1992). "Failure Analysis of a Beam-Column Under Oblique-Eccentric Loading: Potential Failure Surfaces for Cervical Spine Trauma." ASME. J Biomech Eng. February 1992; 114(1): 119–128. https://doi.org/10.1115/1.2895435
Download citation file:
Get Email Alerts
Cited By
Aged Tendons Exhibit Altered Mechanisms of Strain-Dependent Extracellular Matrix Remodeling
J Biomech Eng (July 2024)
Influence of Breath-Mimicking Ventilated Incubation on Three-Dimensional Bioprinted Respiratory Tissue Scaffolds
J Biomech Eng (September 2024)
Related Articles
Magnetic Force and Thermal Expansion as Failure Mechanisms of Electrothermal MEMS Actuators Under Electrostatic Discharge Testing
J. Appl. Mech (September,2007)
Failure Analysis of a 9–12%Cr Steel Superheater Tube
J. Pressure Vessel Technol (December,2009)
Reliability of Complex Structures by Large Admissible Perturbations
J. Offshore Mech. Arct. Eng (August,1993)
Failure Properties and Damage of Cervical Spine Ligaments, Experiments and Modeling
J Biomech Eng (March,2014)
Related Proceedings Papers
Related Chapters
Subsection NB—Class 1 Components
Companion Guide to the ASME Boiler & Pressure Vessel Codes, Volume 1 Sixth Edition
Experimental Research on Fiber Grating Sensor Acoustic Emission Detection of Rock Material Specimen Failure
Geological Engineering: Proceedings of the 1 st International Conference (ICGE 2007)
Applied Research of Accelerated Degradaton Test for DTG
International Conference on Instrumentation, Measurement, Circuits and Systems (ICIMCS 2011)