2017
DOI: 10.1016/j.jcsr.2017.02.016
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Experimental and numerical investigation of stabilization of thin-walled Z -beams by sandwich panels

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Cited by 15 publications
(18 citation statements)
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“…In fact, the phenomenon has also been observed in some experiments. For example, noticeable cross-section deformations due to axial and transversal loadings are recreated and exhibited by Debski et al [27] (see Figure 4) and Ciesielczyk and Studziński [28] (see Figure 5), respectively. In this sense, the conventional beam theory is no longer suitable for these cases.…”
Section: Higher-order Deformation Modesmentioning
confidence: 91%
See 1 more Smart Citation
“…In fact, the phenomenon has also been observed in some experiments. For example, noticeable cross-section deformations due to axial and transversal loadings are recreated and exhibited by Debski et al [27] (see Figure 4) and Ciesielczyk and Studziński [28] (see Figure 5), respectively. In this sense, the conventional beam theory is no longer suitable for these cases.…”
Section: Higher-order Deformation Modesmentioning
confidence: 91%
“…In addition, the longitudinal analysis has also been carried out to prove the hierarchic capability of the identified deformation modes. Since in-plane modes have been specially researched by Zhang et al [28], this study is focused on the out-of-plane ones. As shown in Figure 17, the amplitudes of these modes (χi in Equation (2)), also known as generalized displacements, fluctuate along the beam axis.…”
Section: Case Study 1: a Thin-walled Structure Fixed At One Endmentioning
confidence: 99%
“…The phenomenon of stabilization of compressed or bent thin-walled elements by the sandwich panels was thoroughly investigated in [ 4 , 5 , 6 ]. However, other researchers highlighted that the problem is still an open question [ 7 , 8 , 9 ]. In [ 10 ], the use of the composite sandwich panels was discussed alongside following the modern requirements of building energy-saving and even the adaptation of housing industrialization.…”
Section: Introductionmentioning
confidence: 99%
“…The test approach defined by EN 1993-1-3 Annex A5 has been reviewed and an improved full scale experimental program was proposed to consider more realistic restrain conditions (Gajdzicki and Goczek 2015). A significant rate of torsional restraint provided to thin-walled members by sandwich panels under uplift load can be observed (Balazs et al 2016) and the rate of thinwalled beam capacity increase depends on the number of the fasteners (Ciesielczyk and Studziński 2017).…”
Section: Introductionmentioning
confidence: 99%