共 4 条
Fibre reinforced polymer for strengthening cylindrical metal shells against elephant's foot buckling: An elasto-plastic analysis
被引:5
作者:
Batikha, Mustafa
[1
]
Chen, Jian-Fei
[2
,3
]
Rotter, J. Michael
[4
]
机构:
[1] Heriot Watt Univ, Sch Energy Geosci Infrastruct & Soc, Dubai, U Arab Emirates
[2] Wenzhou Univ, Coll Architecture & Civil Engn, Wenzhou, Peoples R China
[3] Queens Univ Belfast, Sch Nat & Built Environm, David Keir Bldg,Stranmillis Rd, Belfast BT9 5AG, Antrim, North Ireland
[4] Univ Edinburgh, Sch Engn, Edinburgh, Midlothian, Scotland
关键词:
elephant's foot buckling;
fibre reinforced polymer;
non-linear analysis;
shells;
silos;
strengthening;
tanks;
CIRCULAR STEEL SILOS;
IMPERFECT CYLINDERS;
BEHAVIOR;
TANKS;
TUBE;
D O I:
10.1177/1369433218817139
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
This article describes the use of fibre reinforced polymer composites to increase the strength of an isotropic metallic cylindrical shell against elephant's foot buckling. This form of buckling occurs when a cylindrical shell structure is subjected to high internal pressure together with an axial force, such as those that may occur in tanks and silos. It is particularly relevant to tanks under seismic action. Although fibre reinforced polymer composites have been widely applied to different types of structures under several loading conditions, its use to strengthen thin steel cylindrical shells has been very limited. Here, a non-linear elasto-plastic finite element idealisation is used to explore the strengthening effect of a fibre reinforced polymer strip on a thin cylinder. The optimum size and position of the fibre reinforced polymer sheet were obtained and empirically formulated. This study has shown that the strength after repair is sensitive to minor changes in the fibre reinforced polymer parameters so that a close adherence to the optimum parameter values is very desirable.
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页码:2483 / 2498
页数:16
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