Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
4928402 | Thin-Walled Structures | 2017 | 13 Pages |
Abstract
Single-layer reticulated shells with aluminium alloy gusset (AAG) joints have a significant application prospect in spatial structures. To investigate their buckling behaviour, a single-layer reticulated shell with AAG joints subjected to a concentrated load at central joint was tested. The tested shell was a K6 shell with 5 rings, 8Â m span and 0.5Â m height. Its failure mode, buckling behaviour, internal force distribution of members, stress distribution of plates and joint stiffness were discussed. Finite element (FE) method implemented in the non-linear code ANSYS was adopted for the further investigation of single-layer reticulated shells with AAG joints. The FE procedure was accurately calibrated on the basis of the available experimental results. To develop a deep understanding, parameter studies considering the influence of joint bending behaviour on the buckling behaviour of single-layer reticulated shells were conducted.
Keywords
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Zhe Xiong, Xiaonong Guo, Yongfeng Luo, Shaojun Zhu, Yipeng Liu,