Numerical analysis of the effects of weld parameters on distortions and residual stresses in butt welded steel plates

2013 ◽  
pp. 309-320
Author(s):  
Bai-Qiao Chen ◽  
M Hashemzadeh
Keyword(s):  
Numerical Analysis ◽  
Residual Stresses ◽  
Steel Plates ◽  
Welded Steel ◽  
Weld Parameters

scholarly journals Effect of Residual Stresses on the Elastoplastic Behavior of Welded Steel Plates

2020 ◽  
Vol 8 (9) ◽  
pp. 702
Author(s):  
José Manuel Gordo
Keyword(s):  
Residual Stresses ◽  
Bending Strength ◽  
Steel Plates ◽  
Finite Elements Analysis ◽  
Elastoplastic Behavior ◽  
Welded Steel ◽  
Plate Elements ◽  
Tension And Compression ◽  
Free Case ◽  
Range Of Variation

A robust methodology to simulate virtually the residual stresses pattern in welded steel plates is presented. The methodology is applied to the structural analysis of typical welded plates belonging to ship structures, and the effect of residual stresses on the elastoplastic behavior of plates loaded axially is analyzed in comparison to the residual stress free case, both for tension and compression and including initial imperfections. Residual stresses affect in different manner plates with different geometries; thus a parametric study is performed covering the usual range of variation of the most important plate parameters that control the strength of the plates, more precisely the slenderness and the aspect ratio. The results from finite elements analysis are compared with codes and most established formulations and recommendations of applicability in the prediction of load-shortening curves for hull’s bending strength evaluation, ultimate strength and ultimate strain of plate elements are made.

Through-thickness distribution of residual stresses in Q345qD butt-welded steel plates

2018 ◽  
Vol 251 ◽  
pp. 54-64 ◽  
Author(s):  
Bin Qiang ◽  
Yadong Li ◽  
Changrong Yao ◽  
Xin Wang ◽  
Ying Gu
Keyword(s):  
Residual Stresses ◽  
Thickness Distribution ◽  
Steel Plates ◽  
Welded Steel

scholarly journals Effect of Residual Stresses on the Elastoplastic Behavior of Welded Steel Plates

2020 ◽  
Author(s):  
José Manuel Gordo
Keyword(s):  
Residual Stresses ◽  
Bending Strength ◽  
Steel Plates ◽  
Finite Elements Analysis ◽  
Elastoplastic Behavior ◽  
Welded Steel ◽  
Plate Elements ◽  
Tension And Compression ◽  
Free Case ◽  
Range Of Variation

A robust methodology to simulate virtually the residual stresses pattern in welded steel plates is presented. The methodology is applied to the structural analysis of typical welded plates belonging to ship structures, and the effect of residual stresses on the elastoplastic behavior of plates loaded axially is analyzed in comparison to the residual stress free case, both for tension and compression and including initial imperfections. Residual stresses affect in different manner plates with different geometries; thus a parametric study is performed covering the usual range of variation of the most important plate parameters that control the strength of the plates, more precisely the slenderness and the aspect ratio. The results from finite elements analysis are compared with codes and most stablished formulations and recommendations of applicability in the prediction of load-shortening curves for hull’s bending strength evaluation, ultimate strength and ultimate strain of plate elements are made.

Nonlinear Analyses Of Steel Plates Submitted To Axial Compression Forces Considering Residual Stresses

2019 ◽  
Author(s):  
Elvys Reis ◽  
Caroline Martins Calisto ◽  
Ana Lydia Castro e Silva ◽  
hermes carvalho
Keyword(s):  
Residual Stresses ◽  
Axial Compression ◽  
Steel Plates ◽  
Nonlinear Analyses

Innovative Use of Profiled Steel Plates for Seismic Structural Performance

2005 ◽  
Vol 8 (3) ◽  
pp. 247-257 ◽  
Author(s):  
Y. Fukumoto ◽  
T. Takaku ◽  
T. Aoki ◽  
K. A. S. Susantha
Keyword(s):  
Numerical Analysis ◽  
Seismic Performance ◽  
Structural Design ◽  
Design Method ◽  
Steel Plates ◽  
Structural Performance ◽  
Cyclic Testing ◽  
Beam Columns ◽  
Bridge Bents ◽  
Hot Rolled

This paper presents the innovative use of hot-rolled thickness-tapered mill products, longitudinally profiled (LP) plates, for the seismic performance of bridge bents of single and portal framed piers. The study involves the inelastic cyclic testing and numerical analysis of tested beam-columns and portal frames in order to evaluate the effects of tapering ratios of LP plates, penetration of yielding, and number of locally buckled panels on their structural ductility. A structural design method is proposed for the portal frames having LP panels under cyclic loadings.

Aspects Regarding the Achievement of Vertical Welding Joints

2015 ◽  
Vol 1128 ◽  
pp. 254-260 ◽  
Author(s):  
Radu Cristian Seculin ◽  
Barna Fazakas ◽  
Teodor Machedon Pisu ◽  
Mihai Alin Pop
Keyword(s):  
Point Of View ◽  
Steel Plates ◽  
Welding Parameters ◽  
Welding Wire ◽  
Oscillation System ◽  
Welded Steel ◽  
Welding Torch ◽  
Welding Joints ◽  
Protective Gas ◽  
Welding Procedure

The vertical MAG welding procedure is a difficult position to be executed because the trend of the molten bath flowing. This article aims to present the achievement of vertical welding joints with a linear device with a radial oscillation system that should achieve automatic vertical welds and the correlation of the welding parameters with the movement of the welding torch in order to obtain these, using the MAG procedure, protective gas M 21 (82% argon + 18% CO2), welding wire SG2, the material of the welded pieces S 355 JR. Samples will be cut from the welded steel plates and they will be characterized from the mechanical point of view (hardness, microstructure and macrostructure).

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