Dynamic responses of hybrid lightweight composite sandwich panels with aluminium pyramidal truss cores

被引:11
|
作者
Yang, Jin-Shui [1 ,2 ,3 ,4 ]
Chen, Si-Yuan [1 ]
Li, Shuang [1 ]
Pang, Yue-Zhao [1 ]
Schmidt, Ruediger [5 ]
Schroeder, Kai-Uwe [5 ]
Qu, Jia [1 ]
Wu, Lin-Zhi [1 ]
机构
[1] Harbin Engn Univ, Coll Aerosp & Civil Engn, Key Lab Adv Ship Mat & Mech, Harbin 150001, Peoples R China
[2] Xi An Jiao Tong Univ, State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China
[3] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116023, Peoples R China
[4] Hunan Univ, State Key Lab Adv Design & Mfg Vehicle Body, Changsha 410082, Hunan, Peoples R China
[5] Rhein Westfal TH Aachen, Inst Struct Mech & Lightweight Design, Wullnerstr 7, D-52062 Aachen, Germany
基金
美国国家科学基金会; 中国博士后科学基金;
关键词
Composite; sandwich panels; dynamic response; impact; pyramidal truss cores; ENERGY-ABSORPTION; FOAM; IMPACT; PLATES; BEAMS; VIBRATION; BEHAVIOR;
D O I
10.1177/1099636220909816
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper experimentally and numerically investigates the free vibration, quasi-static compressive and split Hopkinson pressure bar impact responses of hybrid composite pyramidal truss sandwich panels. Such sandwich panels made of carbon fibre composite face sheets and aluminium alloy pyramidal truss cores are fabricated using an interlocking and adhesive bonding approach. Modal tests and quasi-static compression tests are conducted. A good consistency for natural frequencies, modal shapes and static stress-strain curves of the specimen with the same specification is obtained, which ensures the good repeatability of the present specimens. Considering the effect of strain rate, a series of split Hopkinson pressure bar tests combined with numerical simulations is carried out to investigate their dynamic compression responses. A good agreement between simulation results and experimental data is observed, which shows that the adopted split Hopkinson pressure bar testing device and the modified Johnson-Cook model are reasonable and reliable. Results show that the dynamic compression modulus and strength of specimen are strongly influenced by the relative density of the truss cores and much higher than the corresponding static compression modulus and strength. Furthermore, it is also revealed that all the specimens have excellent energy absorption performance, which may have greatly advantage in shock isolation application.
引用
收藏
页码:2176 / 2195
页数:20
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