2020
DOI: 10.1016/j.conbuildmat.2020.119723
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Experimental study on bending and shear behaviours of composite timber sandwich panels

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Cited by 24 publications
(13 citation statements)
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References 39 publications
(42 reference statements)
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“…In order to investigate the effect of the core sequence and its material type and the facesheet thickness on bending stiffness of the sandwich specimens, sandwich panels with different facesheet thicknesses and the core sequences must be model by FE code in the linear elastic region and for a small displacement to get the initial slope of the linear load–displacement curves as the specimen's stiffness. [ 46–48 ] As observed by the present experiments, the linear portion of various sandwich specimens in bending tests were around the displacement of 2.5–3 mm. So, for more conservative situation and accurate results, FE analysis were conducted up to the displacement of 2 mm, and the slope of this linear portion were considered as bending stiffness of the specimens.…”
Section: Finite Element Modelingsupporting
confidence: 73%
“…In order to investigate the effect of the core sequence and its material type and the facesheet thickness on bending stiffness of the sandwich specimens, sandwich panels with different facesheet thicknesses and the core sequences must be model by FE code in the linear elastic region and for a small displacement to get the initial slope of the linear load–displacement curves as the specimen's stiffness. [ 46–48 ] As observed by the present experiments, the linear portion of various sandwich specimens in bending tests were around the displacement of 2.5–3 mm. So, for more conservative situation and accurate results, FE analysis were conducted up to the displacement of 2 mm, and the slope of this linear portion were considered as bending stiffness of the specimens.…”
Section: Finite Element Modelingsupporting
confidence: 73%
“…During the loading process, the top layer of bamboo plywood was compressed and the bottom layer was in tension first. As the load increased, the former caused the local buckling of the top layer, while the latter led to the delamination between bamboo strips layer and the tensile failure of the bottom layer, resulting in the ultimate failure [25]. As shown in the Fig.…”
Section: Mechanical Properties and Fracture Patternsmentioning
confidence: 91%
“…It could be seen in Fig. 3 that the top layers of S2-5 and S2-8 were compressed and sheared, resulting in the separation of bamboo strips layers in pure bending region [25].…”
Section: Mechanical Properties and Fracture Patternsmentioning
confidence: 99%
“…The effects of various parameters such as core configurations, face sheets thickness, and initial imperfection on the behavior of sandwich panels were investigated. In an experimental study, Darzi et al [254] examined the bending strength and stiffness, shear strength, and core/face sheets interface of sandwich panels with plywood face sheets and bamboo/peeler cores. Recently, Oliveira et al [255] have developed novel bio-degradable sandwich panels in which flax fibers are used in the face sheets and bamboo rings as the core.
Figure 14.Schematic of the bamboo core configurations in bamboo core sandwich panels [252].
…”
Section: Sandwich Structures Made Of Non-wood Cellulose Natural Fibersmentioning
confidence: 99%
“…[238], [239] [149], [240], [241], [242], [243], [246], [247] [249], [250], [251], [252], [253], [254], [255] [256]…”
Section: Hollow Ring/timbermentioning
confidence: 99%