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Author:

Han, Bin (Han, Bin.) | Yan, Lei L. (Yan, Lei L..) | Yu, Bo (Yu, Bo.) | Zhang, Qian C. (Zhang, Qian C..) | Chen, Chang Q. (Chen, Chang Q..) | Lu, Tian J. (Lu, Tian J..)

Indexed by:

SCIE EI Scopus

Abstract:

The physical mechanisms underlying the beneficial effect of filling aluminum foams into the interstices of corrugated plates made of stainless steel were explored with finite element (FE) simulations. Relative to unfilled corrugated plates of equal mass, this effect was assessed on the basis of elevated peak stress and enhanced energy absorption under quasistatic out-of-plane compression. Upon validating the FE predictions against existing measurements, the influence of key geometrical and material parameters on the compressive response of foam-filled corrugated plates was investigated. Different from the traditional buckling modes of empty corrugations, four new buckling modes were identified for foam-filled corrugations. Based upon these deformation modes of post-buckling, collapse mechanism maps were constructed. Due to the additional resistance provided by foam filling against buckling of the corrugated plate and the strengthening of foam insertions due to complex stressing, both the load bearing capacity and energy absorption of foam-filled sandwiches were greatly enhanced.

Keyword:

buckling collapse mechanism finite element method foam-filled corrugated core

Author Community:

  • [ 1 ] [Han, Bin; Yan, Lei L.; Yu, Bo; Zhang, Qian C.; Lu, Tian J.] Xi An Jiao Tong Univ, Sch Aerosp, State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China
  • [ 2 ] [Chen, Chang Q.] Tsinghua Univ, Dept Engn Mech, CNMM, Beijing 100084, Peoples R China
  • [ 3 ] [Chen, Chang Q.] Tsinghua Univ, AML, Beijing 100084, Peoples R China

Reprint Author's Address:

  • Xi An Jiao Tong Univ, Sch Aerosp, State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China.

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Source :

JOURNAL OF MECHANICS OF MATERIALS AND STRUCTURES

ISSN: 1559-3959

Year: 2014

Issue: 4

Volume: 9

Page: 397-425

1 . 0 3 8

JCR@2014

1 . 2 1 0

JCR@2020

ESI Discipline: ENGINEERING;

ESI HC Threshold:144

JCR Journal Grade:4

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count: 23

SCOPUS Cited Count: 42

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 11

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