The failure behavior of geometrically asymmetric sandwich beams with a metal foam core is analytically and experimentally investigated. New initial failure modes of the asymmetric sandwich beams are observed under three-point bending, i.e., face yield, face wrinkling, core shear A, core shear AB, core shear A-AB, and indentation. It is shown that the initial failure modes of sandwich beams depend on the span of the beam, the thicknesses of top and bottom face sheets, core height and material properties. We derived the analytical formulae for the initial failure loads and then constructed the initial failure mechanism maps for the geometrically asymmetric sandwich beams. It is shown that the analytically predicted initial failure mechanism maps are in good agreement with the experimental results, which are clearly different from the symmetric sandwich beams. As a preliminary application, the minimum weight designs are presented for asymmetric metal sandwich beams.
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July 2014
Research-Article
The Failure Behavior of Geometrically Asymmetric Metal Foam Core Sandwich Beams Under Three-Point Bending
Jianxun Zhang,
Jianxun Zhang
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
Search for other works by this author on:
Qinghua Qin,
Qinghua Qin
1
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: qhqin@mail.xjtu.edu.cn
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: qhqin@mail.xjtu.edu.cn
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
1Corresponding authors.
Search for other works by this author on:
Weilong Ai,
Weilong Ai
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
Search for other works by this author on:
Huimin Li,
Huimin Li
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
Search for other works by this author on:
T. J. Wang
T. J. Wang
1
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
1Corresponding authors.
Search for other works by this author on:
Jianxun Zhang
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
Qinghua Qin
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: qhqin@mail.xjtu.edu.cn
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: qhqin@mail.xjtu.edu.cn
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
Weilong Ai
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
Huimin Li
State Key Laboratory for Strength and Vibration
of Mechanical Structures,
Department of Engineering Mechanics,
of Mechanical Structures,
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
T. J. Wang
State Key Laboratory for Strength and Vibration of Mechanical Structures,
Department of Engineering Mechanics,
e-mail: wangtj@mail.xjtu.edu.cn
Department of Engineering Mechanics,
Xi'an Jiaotong University
,Xi'an 710049
, China
e-mail: wangtj@mail.xjtu.edu.cn
1Corresponding authors.
Manuscript received January 7, 2014; final manuscript received March 11, 2014; accepted manuscript posted March 17, 2014; published online April 16, 2014. Editor: Yonggang Huang.
J. Appl. Mech. Jul 2014, 81(7): 071008 (12 pages)
Published Online: April 16, 2014
Article history
Received:
January 7, 2014
Revision Received:
March 11, 2014
Accepted:
March 17, 2014
Citation
Zhang, J., Qin, Q., Ai, W., Li, H., and Wang, T. J. (April 16, 2014). "The Failure Behavior of Geometrically Asymmetric Metal Foam Core Sandwich Beams Under Three-Point Bending." ASME. J. Appl. Mech. July 2014; 81(7): 071008. https://doi.org/10.1115/1.4027200
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