Fracture behavior on the structures of DCB jointed with aluminum foam in tearing mode

被引:1
作者
Lee, Jung Ho [1 ]
Cho, Jae Ung [2 ]
机构
[1] Kongju Natl Univ, Grad Sch, Div Mech Engn, 1223-24 Cheonan Daero, Cheonan Si 31080, Chungcheongnam, South Korea
[2] Kongju Natl Univ, Dept Mech & Automot Engn, 1223-24 Cheonan Daero, Cheonan Si 31080, Chungcheongnam, South Korea
基金
新加坡国家研究基金会;
关键词
Aluminum foam; Forced displacement; Specimen thickness; Static fracture; Tearing mode; ADHESIVELY BONDED JOINTS; THICKNESS; RATES; LOAD;
D O I
10.1007/s12541-016-0109-6
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Recently, the tightening method on the machine structure has been used by only adhesive rather than existing bolts and nuts because of light weight problem. As for the porous material such as aluminum foam, the tightening is also possible by using adhesive in the aspect of material's characteristics. In case of the structure tightened by using only adhesive, it is necessary that the fracture toughness data as a part of adhesive joint are requested in order to use safely. Because the adhesive failure characteristic of the aluminum foam which is the porous material is different from the non-porous material, the study on the fracture toughness of the adhesive interface of aluminum is important. In this study, the static experiment was performed on the adhesive specimen with the aluminum foam of DCB on tearing mode. The thicknesses of specimens were 35 mm, 45 mm, and 55 mm, respectively. In case of 35 mm thickness specimen, the maximum reaction of about 0.57 kN occurred when the forced displacement was progressed by about 7 mm. When the forced displacement was progressed by about 8 mm, the maximum reaction of about 0.68 kN occurred in case of 55 mm thickness specimen. And the simulation analysis was carried by using the finite-element analysis program of ANSYS in order to verify the experimental results. This study showed the similar trend at the results between experiment and simulation. Through the results of this study, it can be thought that the simulation analysis data may be applied to the actual jointed part of porous material.
引用
收藏
页码:897 / 902
页数:6
相关论文
共 50 条
[31]   Shock wave compression behavior of aluminum foam [J].
Cheng, HF ;
Huang, XM ;
Xue, GX ;
Han, FS .
JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2003, 10 (04) :333-337
[32]   A STUDY INTO THE BEHAVIOR OF AN ALUMINUM FOAM UNDER COMPRESSION [J].
Mahesh, C. ;
Deb, A. ;
Kailas, S. V. ;
Shankar, C. Uma ;
Kutty, T. R. G. ;
Mahule, K. N. .
ADVANCES IN ENGINEERING PLASTICITY XI, 2013, 535-536 :64-+
[33]   Shock wave compression behavior of aluminum foam [J].
He-fa Cheng ;
Xiao-mei Huang ;
Guo-xian Xue ;
Fu-sheng Han .
Journal of Central South University of Technology, 2003, 10 :333-337
[34]   Shock wave compression behavior of aluminum foam [J].
程和法 ;
黄笑梅 ;
薛国宪 ;
韩福生 .
Journal of Central South University of Technology(English Edition), 2003, (04) :333-337
[35]   Experimental study of the Mode I adhesive fracture energy in DCB specimens bonded with a polyurethane adhesive [J].
Sekiguchi, Yu ;
Katano, Masato ;
Sato, Chiaki .
JOURNAL OF ADHESION, 2017, 93 (03) :235-255
[36]   Low energy impact damage modes in aluminum foam and polymer foam sandwich structures [J].
Compston, Paul ;
Styles, Millicent ;
Kalyanasundaram, Shankar .
JOURNAL OF SANDWICH STRUCTURES & MATERIALS, 2006, 8 (05) :365-379
[37]   Study on the Compressive Behavior of the Aluminum Foam Sandwich Panels [J].
Wang, Zhiguo ;
Zhao, Weimin ;
Qin, Chunling ;
Ding, Jian ;
Xia, Xingchuan ;
Wei, Zhihao .
POROUS METALS AND METALLIC FOAMS, METFOAM 2011, 2012, :541-546
[38]   Damage and penetration behavior of aluminum foam at various impacts [J].
Hosun Cho ;
Jaeung Cho .
Journal of Central South University, 2014, 21 :3442-3448
[39]   Damage and penetration behavior of aluminum foam at various impacts [J].
Cho, Hosun ;
Cho, Jaeung .
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2014, 21 (09) :3442-3448
[40]   Effect of Strain Rate on Impact Behavior of Aluminum Foam [J].
Imrose Bin Muhit ;
Chang Su Shim ;
Nu Ri Yun ;
Sang Dae Park .
KSCE Journal of Civil Engineering, 2019, 23 :4852-4863