The effect of environmental temperatures on the impact damages and on the residual compressive buckling strength and elastic modulus was evaluated based on the test results.
Compressive buckling tests, finite element and analytical studies are completed to analyse the modified buckling behaviour and the ultimate load.
To characterize multiple functionalities, objective equations are formulated for density, compressive modulus, compressive strength, and maximum heat flux.
This strongly suggests that bending is not caused by compressive buckling which has been proposed as a mechanism for helical buckling in free filopodia experiencing an axial compressive tension from the membrane.
To study these stresses, bone mechanical properties such as elasticity modulus, compressive, and tensile strength are important.
Theoretical models are developed to characterize elastic modulus and buckling behavior of FSS structures under a compressive loading, and are verified through extensive finite element analysis (FEA).
When it comes to the design of compressive members, buckling is a critical design provision.
The model has been evaluated against the tangent-modulus and reduced-modulus critical buckling loads at elevated temperatures.
Because fabrication induced work-hardening and crack formation is localized to the hinge region, the pre-annealing temperature prior to fabrication provides a trade-off between the resultant compressive modulus and inelastic buckling strength of the PCM.
For a slender, elastic beam with length, L, constructed from a material with Young's modulus E, the compressive force that can be sustained before buckling is given by F = πEI/L, provided that the two ends of the beam are allowed to pivot freely (Landau et al., 1986), as is likely to be the case for the fission yeast spindle (Tolić-Nørrelykke, Sacconi, et al., 2004b; Kalinina et al., 2013).
