Critical assessment of Eurocode approach to stability of metal cylindrical silos with corrugated walls and vertical stiffeners

被引：18

作者：

Sondej, Mateusz ^{[1
]}

Iwicki, Piotr ^{[1
]}

Tejchman, Jacek ^{[1
]}

Wojcik, Michal ^{[1
]}

机构：

[1] Gdansk Univ Technol, Dept Civil & Environm Engn, Narutowicza 11-12, PL-80233 Gdansk, Poland

来源：

THIN-WALLED STRUCTURES | 2015年 / 95卷

关键词：

Cylindrical orthotropic shell; Corrugated wall; Eurocode approach; Linear buckling analysis; Silo stability; Stringer; STEEL SILOS; COMPRESSION; DISCHARGE; BEHAVIOR; SHEETS; SHELLS;

D O I：

10.1016/j.tws.2015.07.015

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The paper deals with stability of steel cylindrical silos composed of corrugated walls and vertical opensectional stringers. Comprehensive three-dimensional finite element analyses were carried out with perfect slender, semi-slender and squat silos by means of a linear buckling approach. Corrugated walls were simulated as an equivalent orthotropic shell and vertical open-sectional stringers as beam elements. The FE results were compared with the Eurocode approach. In addition, comprehensive FE computations for axially compressed cylindrical shells composed of an orthotropic shell and stringers were carried out. An improvement of standard formulae was proposed. (C) 2015 Elsevier Ltd. All rights reserved.

引用

页码：335 / 346

页数：12

共 18 条

[1] Simplified stability analysis of steel cylindrical silos with corrugated walls and vertical columns
Rejowski, K.
Iwicki, P.
RECENT PROGRESS IN STEEL AND COMPOSITE STRUCTURES, 2016, : 525 - 532
[2] Simplified numerical model for global stability of corrugated silos with vertical stiffeners
Iwicki, P.
Rejowski, K.
Tejchman, J.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138 : 93 - 116
[3] Stability of cylindrical steel silos composed of corrugated sheets and columns based on FE analyses versus Eurocode 3 approach
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ENGINEERING FAILURE ANALYSIS, 2015, 57 : 444 - 469
[4] Experimental investigations on the resistance of vertical stiffeners of steel silos shells made of corrugated sheets
Hotala, E.
Skotny, L.
Kusnierek, M.
Boniecka, J.
RECENT PROGRESS IN STEEL AND COMPOSITE STRUCTURES, 2016, : 499 - 506
[5] 3D wind buckling analysis of long steel corrugated silos with vertical stiffeners
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ENGINEERING FAILURE ANALYSIS, 2018, 90 : 156 - 167
[6] Elastic buckling behavior of steel trapezoidal corrugated shear walls with vertical stiffeners
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THIN-WALLED STRUCTURES, 2015, 95 : 31 - 39
[7] 3D buckling analysis of a cylindrical metal bin composed of corrugated sheets strengthened by vertical stiffeners
Wojcik, M.
Iwicki, P.
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THIN-WALLED STRUCTURES, 2011, 49 (08) : 947 - 963
[8] Integrated Analytical, Numerical, and Statistical Analysis of Buckling Behavior in Steel Cylindrical Silos with Corrugated Walls
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Veres, Cristina
PROCESSES, 2024, 12 (11)
[9] Evaluation of Hysteretic Performance of Horizontally Placed Corrugated Steel Plate Shear Walls with Vertical Stiffeners
Wu, Ruomin
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Tong, Jingzhong
BUILDINGS, 2024, 14 (03)
[10] Analytical and numerical assessment of buckling strength of silos with corrugated walls under uniform external pressure
Ilincă C.
Tănase M.
Asian Journal of Civil Engineering, 2022, 23 (2) : 289 - 298

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