Influence of perforation on static characteristics of the enclosing corrugated panel under the wind action

• Main Authors: Lukianchenko, Olga, Tsybulnyk, Serhii, Kozak, Andrii, Gerashchenko, Oleh, Kara, Iryna
• Format: Article in Journal/Newspaper
• Language: Ukrainian
• Published: Kyiv National University of Construction and Architecture 2024
• Subjects: гофрована панель; перфорація; вітер; метод скінченних елементів; статична крайова задача; стійкість; corrugated panel; perforation; wind; finite element method; static stress analysis; stability; Antarc*; Antarctic
• Online Access: http://omtc.knuba.edu.ua/article/view/305075; https://doi.org/10.32347/2410-2547.2024.112.75-82

The application of the enclosing panels with perforation in construction practice for protective structures is economic advantageous due to reduction of financial costs for their production, transportation and installation. But influence of perforation on static and dynamic characteristics of the enclosing panels was not enough investigated. With the purpose of wind protection of the buildings and structures at the Ukrainian Antarctic station „Akademik Vernadsky” static stress and stability analyses of the protective structure were executed in according with the first and second groups of limit states of State building regulations of Ukraine. The protective structure as the enclosing corrugated steel panel and supporting columns was appeared. In the article the results of numeral research of the stress strain state and stability of the corrugated panel are presented. The panel width and height were accepted permanent, and a panel thickness was explored and accepted according to requirements for its stiffness, strength and stability. The four corrugations in the form of trapezoids are located along the panel height. Perforation of the panel in the form of round holes with a radius of 12.5 mm was presented. Two finite element models of the corrugated panel using the software NASTRAN were built. The corrugated panel without perforation model as a collection of rectangular shell finite elements with six degrees of freedom at the node was modeled. This model contained 35161 finite elements and 32540 nodes. The finite element model of the enclosing corrugated panel with perforation contained 383043 triangular shell finite elements with six degrees of freedom at the node and 211609 nodes. Boundary conditions were imposed on the modal nodes along the height on both sides of the corrugated panel in the form of fixing, taking into account its rigid attachment to the columns. Wind action on the enclosing panel was presented as uniform distributed static load, the limit calculation values of which were got according to ...