Javascript must be enabled to continue!
Elastic buckling of thin plate with circular holes in bending
View through CrossRef
Stress redistribution will occur around the hole for the perforated plate under bending, and the buckling mode of bending plate is changed, which makes the design of bending plate more complicated. The finite element software ABAQUS is used to establish the perforated plate under bending model, analyze the degree of influence of the plate aspect ratio, width-thickness ratio, size and position of the holes, meanwhile, the distance between holes is also discussed. The results show that the thickness of the plate size and width-thickness ratio have little influence on the elastic buckling performance of thin plates with holes in bending. As the size of the holes increase, the influence is greater, and there is a certain regularity. The opening position is closer to the short side of the plate, the buckling coefficient of plate will be significantly decreased. The effect is greater with the increase of opening size, the distance between holes have a safe value, the position of the opening is more obvious for the buckling of the bending plate. Finally, based on the data from finite element analysis, the proposed formula of buckling stability coefficient k for the bending perforated plate is given.
Title: Elastic buckling of thin plate with circular holes in bending
Description:
Stress redistribution will occur around the hole for the perforated plate under bending, and the buckling mode of bending plate is changed, which makes the design of bending plate more complicated.
The finite element software ABAQUS is used to establish the perforated plate under bending model, analyze the degree of influence of the plate aspect ratio, width-thickness ratio, size and position of the holes, meanwhile, the distance between holes is also discussed.
The results show that the thickness of the plate size and width-thickness ratio have little influence on the elastic buckling performance of thin plates with holes in bending.
As the size of the holes increase, the influence is greater, and there is a certain regularity.
The opening position is closer to the short side of the plate, the buckling coefficient of plate will be significantly decreased.
The effect is greater with the increase of opening size, the distance between holes have a safe value, the position of the opening is more obvious for the buckling of the bending plate.
Finally, based on the data from finite element analysis, the proposed formula of buckling stability coefficient k for the bending perforated plate is given.
Related Results
Experimental Study Of Curvature And Frictional Effects On Buckling
Experimental Study Of Curvature And Frictional Effects On Buckling
ABSTRACT
Buckling and post-buckling lock-up place a limit on the reach of extended-reach and horizontal wells. Although buckling has received considerable theoret...
Out-plane Buckling of Arches with Variable Cross-section
Out-plane Buckling of Arches with Variable Cross-section
Variable cross-section arch is widely used in practical engineering because of its beautiful arc and excellent mechanical properties. However, there is still no systematic and comp...
Thermal buckling of composite laminates with elastic boundaries
Thermal buckling of composite laminates with elastic boundaries
AbstractThe investigation of thermal buckling in composite laminates holds significant theoretical and practical implications. For the commonly encountered rectangular thin plate s...
Buckling Analysis of Extruded Polystyrene Columns with Various Slenderness Ratios
Buckling Analysis of Extruded Polystyrene Columns with Various Slenderness Ratios
Extruded polystyrene (XPS) has recently been used for construction such as in walls, and floors. When it is used for walls, axial load is inevitably applied along the length direct...
Suction Pile Allowable Suction Pressure Envelopes Based on Soil Failure and Structural Buckling
Suction Pile Allowable Suction Pressure Envelopes Based on Soil Failure and Structural Buckling
Abstract
This study develops the allowable suction pressure envelopes using applicable industrial codes for different suction pile sizes at various penetration depth...
Buckling of Concentric String Pipe-in-Pipe
Buckling of Concentric String Pipe-in-Pipe
Abstract
During the design stage of concentric tubular strings, the outer string is always considered to be rigid. However, in reality, the outer string can become d...
The Buckling of Fuel Rods Under Inertia Loading
The Buckling of Fuel Rods Under Inertia Loading
The buckling analysis of fuel rods during an end drop impact of a spent fuel transportation cask has traditionally been performed to demonstrate the structural integrity of the fue...
05.31: Experiments and fem‐simulations of local buckling of sand‐filled tubular piles
05.31: Experiments and fem‐simulations of local buckling of sand‐filled tubular piles
ABSTRACTThin‐walled large‐diameter tubular piles loaded in bending are susceptible to local buckling. Depending on the bending moment distribution over the length of the pile, this...

