4.7 Article

Experimental investigation on mechanical behaviors of composite sandwich panels with a hybrid facesheet

期刊

POLYMER COMPOSITES
卷 44, 期 6, 页码 3196-3208

出版社

WILEY
DOI: 10.1002/pc.27311

关键词

composites sandwich panel; edgewise compressive strength test; flatwise tensile strength test; tensile plate shear test; three-point bending test

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A multi-functional composite sandwich panel was developed with a hybrid facesheet consisting of a quartz fiber reinforced plastic (QFRP) laminate and two copper layers, while the other facesheet was made of QFRP laminate. The effects of the hybrid facesheet on the mechanical characterizations of the sandwich panel were investigated through four mechanical performance tests. The experimental results showed that the sandwich panel with copper layers had lower mechanical performances compared to the sandwich panel without copper layers, with decreases in flatwise tensile strength, edgewise compressive strength, shear strength from three-point bending test, and shear strength from tensile plate shear test.
A multi-functional composite sandwich panel was developed with a hybrid facesheet, which was composed of a quartz fiber reinforced plastic (QFRP) laminate and two copper layers. The other facesheet was made of QFRP laminate. The Nomex (R) honeycomb was used as the core material. The aim of this paper is to investigate the effects of the hybrid facesheet on the mechanical characterizations of the sandwich panel. Four mechanical performances of both composite sandwich panel with and without copper layers were considered, including the flatwise tensile strength test, the edgewise compressive strength test, the three-point bending test and the tensile plate shear test. The experimental results show that all the four mechanical performances of the sandwich panel with copper layers were lower than the sandwich panel without copper layers. The flatwise tensile strength decreased by 26.1%. The edgewise compressive strength decreased by 9.5%. The shear strength obtained from the three-point bending test decreased by 14.9%. The shear strength obtained from tensile plate shear test decreased by 13.7%.

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