Abstract:This paper presents a plastic mechanism analysis for thin-walled circular hollow section (CHS) tubes deforming in a multi-lobe or diamond collapse mode under large deformation pure bending. The fold formation process was such that the shell curvature flattened on the compression side transforming into a definite number of flat triangles attached to each other. The collapse proceeded progressively by folding about the base and sides of these triangular planes and over traveling hinge lines. The collapse mechani… Show more
“…3b-6b. In the past, different researchers used different empirical values of the radius of the hinge where r ¼ t s was used in [17] while a larger value of r ¼ 2.5t s was used in [27].…”
Section: Collapse Curvesmentioning
confidence: 99%
“…The effect of CFRP on the collapse of composite circular tubes was studied by Mamalis et al [19,20], Gupta and Abbas [21], Hanefi and Wierzbicki [22] and more recently by Wang and Lu [23]. However, in most of these crush studies, formulations for the mean crush load were derived with little focus on the development of the collapse curves, such as those by Key and Hancock [24], Zhao et al [25] and more recently by Elchalakani et al [26,27] for bending of CHS.…”
“…3b-6b. In the past, different researchers used different empirical values of the radius of the hinge where r ¼ t s was used in [17] while a larger value of r ¼ 2.5t s was used in [27].…”
Section: Collapse Curvesmentioning
confidence: 99%
“…The effect of CFRP on the collapse of composite circular tubes was studied by Mamalis et al [19,20], Gupta and Abbas [21], Hanefi and Wierzbicki [22] and more recently by Wang and Lu [23]. However, in most of these crush studies, formulations for the mean crush load were derived with little focus on the development of the collapse curves, such as those by Key and Hancock [24], Zhao et al [25] and more recently by Elchalakani et al [26,27] for bending of CHS.…”
“…O mecanismo de colapso de tubos com parede fina foi estudado por ELCHALAKANI et al, (2002) (HAN et al, 2006, HILBURGER et al, 2001, JULLIEN & LIMAM, 1998, NISHIMURA et al, 1996, TAFRESHI, 2002, YEH et al, 1999.…”
In this thesis, two numerical-experimental studies are presented to evaluate the remaining compressive and flexural capacity of steel tubular members from offshore units. Perforation damage at half the length is considered as a result from prolonged exposure of the structure to a corrosive environment. Thermal, hydrodynamic or pressure loads are disregarded in this work. A three-dimensional reconstruction procedure, using image sets, has been developed and implemented to consider the initial defects of real samples in numerical models. Parameters such as ratios of transversal and longitudinal slenderness and the perforation magnitude were used to propose design equations for each load scenario. Based on the analysis of variance of the results, the predictions of numerical models and design equations presented a low deviation from the experimental measurements for each type of load.
“…The effect of CFRP on the collapse of composite circular tubes was studied by Mamalis et al [10], Song et al [11], Gupta and Abbas [12], Hanefi and Wierzbicki [13] and more recently by Wang and Lu [14]. However, these precious crush studies derive formulations for the mean crush load and little research focused on the development of the collapse curves such as Key and Hancock [15], Zhao et al [16], Grzebieta [17] and more recently Elchalakani et al [18,19] for bending of CHS.…”
Section: Plastic Mechanism Analysis Of Chs Stub Columns Strengthened ...mentioning
This paper presents a plastic mechanism analysis for circular hollow section (CHS) tubes strengthened using carbon fiber reinforced polymer (CFRP) deforming in an axi-symmetric (elephant foot) collapse mode under large deformation axial loading. The collapse proceeded progressively by folding about three concentrated hinge lines and hoop extension of the shell. An expression for the plastic collapse axial load was obtained by equating the total energy absorbed in bending and extension to the external work carried out during deformation of the tube. The newly derived mathematical model takes into account the contribution of the CFRP towards energy absorption during collapse. Comparisons of the predicted instantaneous post-buckling collapse loads with those obtained from experiments carried out elsewhere show good agreement.
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