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Finite element analysis method for curve stiffened plate

An analysis method and stiffened plate technology, applied in special data processing applications, instruments, electrical and digital data processing, etc., can solve the problems of low modeling efficiency, inability to realize general use of thick and thin plates, etc., to avoid shear locking, improve The effect of modeling efficiency

Inactive Publication Date: 2018-06-22
SOUTHEAST UNIV
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Problems solved by technology

[0004] Purpose of the invention: Aiming at the defects that the traditional finite element software requires the joints of the stiffened plate to overlap, resulting in low modeling efficiency, and the existing modeling method cannot realize the common use of thick and thin plates, the present invention provides a finite element analysis method for curved stiffened plates, which can Realize the general analysis of thick and thin plates with curved reinforcement, and realize the arbitrary arrangement of ribs in the plate, and improve the overall rigidity of the structure by adjusting the curvature of the ribs and the laying position

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  • Finite element analysis method for curve stiffened plate
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  • Finite element analysis method for curve stiffened plate

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[0035] The technical solution of the present invention will be further described below in conjunction with the accompanying drawings.

[0036] A kind of finite element analysis method of curved stiffened plate of the present invention, such as figure 1 , the method mainly includes the following steps:

[0037] Step 1. According to the DST-BK element theory, the plate element stiffness matrix and the plate element mass matrix are obtained;

[0038] Step 2: At the rib-slab interface, according to the rib-slab displacement coupling condition, the rib node displacement is expressed by the plate node displacement, and the stiffness matrix K of the rib element after the rib-slab displacement coordination is obtained s and rib element mass matrix M s ;

[0039] Step 3, the stiffness matrix K of the rib element s , Rib element mass matrix M s and plate element stiffness matrix K p , plate element mass matrix M p The stiffness matrix and mass matrix of the overall structure of t...

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Abstract

The invention discloses a finite element analysis method for a curve stiffened plate. The method comprises the following steps: according to a DST-BK element theory, to obtain a plate element stiffness matrix Kp and a plate element quality matrix Mp; at the interface of a rib and a plate, expressing a rib node displacement by using a plate node displacement according to a rib-plate displacement coupling condition, to obtain a rib element stiffness matrix Ks and a rib element quality matrix Ms after the coordination of the rib-plate displacement; adding the rib element stiffness matrix Ks and the rib element quality matrix Ms to the plate element stiffness matrix Kp and the plate element quality matrix Mp, to obtain a stiffness matrix and a quality matrix of the whole stiffened plate structure, and performing the eigenvalue analysis to obtain dynamic features of the curve stiffened plate. The method is capable of using a plate element node coordinate and a displacement interpolation toobtain the rib element stiffness matrix without the superposed rib-plate element nodes, greatly improving the modeling efficiency of the curve stiffened plate; and performing the modeling analysis onthe curve stiffened plate by using a universal analysis method of thick and thin plates, and avoiding a shearing deadlock problem which can be encountered while a first-order shear deformation theoryis used for analyzing.

Description

technical field [0001] The invention relates to a finite element analysis method for a curved stiffened plate, which belongs to the field of structural modeling and analysis of stiffened plates. Background technique [0002] A stiffened panel is a structural component composed of a base structure and stiffeners connected by a certain way of laying. Because it has the advantages of easy processing, high specific strength, strong bearing capacity, etc., and can increase the critical pressure of structural buckling failure under the premise of the same weight, the stiffened plate has become one of the main structural forms of industrial pressure-resistant structures. Traditionally stiffened slabs usually adopt straight-line stiffening, laid horizontally, vertically or at a certain angle. The linear form cannot improve the utilization rate of materials and is not convenient for optimal design. [0003] When the commercial finite element software performs finite element analysi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
CPCG06F30/23
Inventor 费庆国刘璟泽张大海何俊增柳友志
Owner SOUTHEAST UNIV
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