The solution of structural class optimization problems. Part 2: Numerical examples

7th International Symposium Actual Problems of Computational Simulation in Civil Engineering

土木建筑工程;计算机科学

Lyakhovich, L.S.^1 ; Tukhfatullin, B.A.^1 ; Akimov, P.A.^1,2,3,4

Department of Structural Mechanics, Tomsk State University of Architecture and Building, Solyanaya sq. 2, Tomsk

634003, Russia^1

Russian Academy of Architecture and Construction Sciences, ul. Bolshaya Dmitrovka 24, Moscow

107031, Russia^2

Research and Development Centre StaDyO, Office 810, 3ya Ulitsa Yamskogo Polya 18, Moscow

125040, Russia^3

Department of Architecture and Civil Engineering, Peoples Friendship University of Russia, Miklukho-Maklaya str. 6, Moscow

117198, Russia^4

关键词: Critical force;    Material consumption;    Optimization problems;    Principal planes;    Stability constraints;    Structural class;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/456/1/012006/pdf
DOI  :  10.1088/1757-899X/456/1/012006

来源: IOP

【 摘 要 】

Earlier, the criterion of minimum material consumption was formulated within the design of the I-shaped bar width outline and the stability constraints or restriction to the value of the first natural frequency in one principal plane of the cross-section inertia. In the distinctive paper, we formulate a criterion for the minimum material capacity of the I-shaped bar with a variation in its thickness and outline of the width, with restrictions on the critical force value or restriction to the value of the first natural frequency in two principal planes of the section inertia. Numerical examples are presented.