Qin Zhiwen, Song Xiaofei, Liao Caicai, Yu Lu, Liu Xin, Yan Shu, Li Xinkai
Offshore Wind Energy Department, Huaneng Clean Energy Research Institute, Beijing, 102209, China.
Research and Development Center of National Energy Offshore Wind Power Engineering and Operation Technology, Beijing, 102209, China.
Heliyon. 2024 Feb 21;10(5):e26679. doi: 10.1016/j.heliyon.2024.e26679. eCollection 2024 Mar 15.
The paper presented an experimental study on the effect of the resin reinforced core configuration and core thickness on in-plane compressive responses and failure behaviors of composite sandwich specimens. Two resin reinforced core machining configurations were designed with three core thickness along. In-plane compressive load, displacement, strains on both sides, and failure morphology were closely monitored during the loading process. Meanwhile, the theoretical method also was supplementary to forecast the failures of sandwich structures. It was found that the enhancement of grooved, perforated holes and contour cut (GPC) core was better than double-side grooved and perforated hole (DGP) core to improve the in-plane compressive capacity of sandwich specimens for all thick cores. The core fracture or skin/core debonding failure of sandwich specimens resulted in an instant drop of in-plane compressive load, and the global buckling led to a slower reduction. The failure mode changed from global buckling to skin/core debonding at both sides as the core thickness increased for the Plain core sandwich specimen; switched from global buckling to a combined failure of core fracture and skin/core debonding at both sides, and then to skin/core debonding at both sides for the DGP core sandwich specimen; the skin/core debonding at the shallow side occurred for all GPC core specimens. The slight buckling trace of strains before the peak load probably triggered the skin/core debonding of sandwich specimens. The theoretical method could well forecast failure loads and corresponding failure modes of sandwich specimens with the 15 mm thick core, and reasonably predict failure loads for sandwich specimens with 30 mm and 45 mm thick cores.
本文针对树脂增强芯材结构和芯材厚度对复合材料夹层板试件面内压缩响应及破坏行为的影响开展了实验研究。设计了两种树脂增强芯材加工结构,并设置了三种芯材厚度。在加载过程中,对面内压缩载荷、位移、两侧应变以及破坏形态进行了密切监测。同时,还采用理论方法辅助预测夹层结构的破坏情况。研究发现,对于所有厚度的芯材,带凹槽、穿孔和轮廓切割(GPC)芯材在提高夹层板试件面内抗压能力方面优于双侧带凹槽和穿孔(DGP)芯材。夹层板试件的芯材断裂或面板/芯材脱粘破坏会导致面内压缩载荷瞬间下降,而整体屈曲导致载荷下降较为缓慢。对于普通芯材夹层板试件,随着芯材厚度增加,破坏模式从整体屈曲转变为两侧面板/芯材脱粘;对于DGP芯材夹层板试件,破坏模式从整体屈曲转变为两侧芯材断裂和面板/芯材脱粘的组合破坏,然后再转变为两侧面板/芯材脱粘;对于所有GPC芯材试件,浅侧均出现面板/芯材脱粘。峰值载荷前应变的轻微屈曲痕迹可能引发了夹层板试件的面板/芯材脱粘。理论方法能够很好地预测芯材厚度为15mm的夹层板试件的破坏载荷及相应破坏模式,对于芯材厚度为30mm和45mm的夹层板试件也能合理预测其破坏载荷。