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Determination method of ultimate load for multi-span instability of longitudinal structure considering lateral load

A lateral load, ultimate load technology, applied in special data processing applications, instruments, geometric CAD, etc., can solve problems such as high requirements, large modeling and calculation time, etc.

Active Publication Date: 2021-07-23
708TH RES INST OF CSSC
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, the requirements for computer hardware and software operators are relatively high, and it takes a lot of modeling and calculation time

Method used

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  • Determination method of ultimate load for multi-span instability of longitudinal structure considering lateral load
  • Determination method of ultimate load for multi-span instability of longitudinal structure considering lateral load
  • Determination method of ultimate load for multi-span instability of longitudinal structure considering lateral load

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Embodiment Construction

[0050] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0051] In a preferred embodiment, as figure 1 As shown, a method for determining the ultimate load of longitudinal multi-span instability considering the lateral load is proposed, which is suitable for determining the ultimate load of the hull plate considering the lateral load.

[0052] Methods of determination may include:

[0053] Step S1, establishing a calculation model for the lateral displacement of the plate frame under the action of the lateral load;

[0054] Step S2, using the beam as the elastic support of the longitudinal frame, according to the simple frame theory of "Ship Structural Mechanics", calculate the deformation of the frame under the action of lateral load, so as to determine the lateral displacement of the longitudinal frame support;

[0055] Step S2, deriving the formula for the additional bending moment of the longitudinal b...

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Abstract

The present invention relates to the field of ship structure design, and proposes a method for determining the ultimate load of multi-span instability of longitudinals in consideration of lateral loads, including: lateral displacement of beams or ribs (hereinafter collectively referred to as beams) caused by the overall deformation of the plate frame As an initial defect, it is introduced into the calculation model of single-span longitudinal buckling, and a calculation model for the ultimate load of longitudinal multi-span instability under the action of longitudinal axial force and lateral pressure is established; by solving Differential equations to obtain the additional eccentricity of the longitudinals caused by the lateral displacement of the beams; give the calculation formula for the ultimate load calculation of the multi-span instability of the longitudinals considering the lateral pressure; the above technical scheme can be used to reveal the hull longitudinal girders The influence law of the ultimate load of multi-span column instability guides the design of the ultimate load of the plate frame.

Description

technical field [0001] The invention relates to the field of ship structure design, in particular to a method for determining the ultimate load of longitudinal multi-span instability in consideration of lateral load. Background technique [0002] The stiffened plate is the most basic structural unit of the ship structure and the basis of the ultimate load analysis of the hull girder. At present, the calculation methods for the ultimate load of stiffened plates adopted in the industry mainly include theoretical method and finite element method. Above the span longitudinal, either the influence of lateral load is not considered, or although the lateral load is considered, only the deformation of the single-span longitudinal is considered, and the influence of the overall deformation of the plate frame on the ultimate load is not considered. That is to say, the multi-span instability of longitudinals caused by lateral pressure cannot be considered, so the influence of lateral ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/15G06F119/14
CPCG06F30/15G06F2111/10
Inventor 贺远松吴剑国伍友军朱汉波
Owner 708TH RES INST OF CSSC
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