Damage growth detection in steel plates: Numerical and experimental studies

2016 ◽  
Vol 128 ◽  
pp. 124-138 ◽  
Author(s):  
Amir H. Alavi ◽  
Hassene Hasni ◽  
Nizar Lajnef ◽  
Karim Chatti
Keyword(s):  
Experimental Studies ◽  
Steel Plates ◽  
Damage Growth ◽  
Growth Detection

Calculation And Experimental Substantiation Of Optimal Design Of The Welded Joint Of Plates On Соver Plates

2020 ◽  
pp. 17-24
Keyword(s):  
Welded Joint ◽  
Experimental Studies ◽  
Engineering Calculation ◽  
Tensile Tests ◽  
Physical Nonlinearity ◽  
Steel Plates ◽  
Optimal Parameters ◽  
Actual Problem ◽  
Numerical Research ◽  
Cover Plates

The article is devoted to the actual problem of assigning optimal parameters for connecting steel plates on cover plates with angular welds that are widely used in construction practice. The article presents the results of a comprehensive study of operation of a welded assembly of the plates connection on cover plates. An algorithm is proposed for determining the optimal parameters of a welded joint with fillet welds on the cover plates, which makes it possible to obtain a strength balanced connection. The results of full-scale tensile tests of models were presented. These results confirmed the correctness of the assumed design assumptions, and made it possible to obtain a form of destruction, not characteristic and not described in the normative literature, expressed by cutting the main elements along the length of the overlap in the joint. The possibility of such a form of destruction was confirmed by the results of numerical research in a nonlinear formulation. The optimal parameters of the nodal welded joint determined by engineering calculation are confirmed by experimental studies, as well as by the results of numerical experiments on models of calculation schemes, taking into account the physical nonlinearity of the material operation. The obtained dependence for determining the bearing capacity of the joint by the cut-off mechanism and the expression for limiting the overlap length of the cover plates will make it possible to predict the nature of the fracture and design equally strong joints.

Design of Laterally Loaded Plating—Uniform Pressure Loads

1981 ◽  
Vol 25 (02) ◽  
pp. 77-89
Author(s):  
Owen F. Hughes
Keyword(s):  
High Speed ◽  
Lateral Pressure ◽  
Experimental Studies ◽  
Steel Plates ◽  
Subsequent Paper ◽  
Rigid Plastic ◽  
Welded Steel ◽  
High Speed Impact ◽  
Laterally Loaded ◽  
Good Agreement

An explicit formula is presented for the design of welded steel plates subjected to uniform lateral pressure, on the basis of a designer-specified level of acceptable permanent set, including that due to welding. The formula is derived from a combination of theoretical and experimental studies and shows good agreement with experimental results. For the convenience of designers the formula is also given in the form of design curves. The paper also delineates the areas of application of this and other formulas for laterally loaded plating. In brief, the paper shows that for static and quasistatic loads the formula derived herein is more accurate than formulas based on either the pseudo-elastic or the rigid-plastic approach. As the load becomes more dynamic the rigid-plastic approach becomes more appropriate, and for high-speed impact loads the rigid-plastic approach is best. For quasistatic loads, such as slamming, the formula presented herein is somewhat conservative while the rigid-plastic formulas are somewhat optimistic. A similar formula for concentrated loads (such as wheel loads) will be presented in a subsequent paper.

Seismic Behaviour on Composite Strengthening for Existing Reinforced Concrete Short Columns

2011 ◽  
Vol 194-196 ◽  
pp. 1986-1989
Author(s):  
Gen Tian Zhao
Keyword(s):  
Shear Failure ◽  
Experimental Studies ◽  
Steel Plates ◽  
Shear Mode ◽  
Seismic Behaviour ◽  
Shear Strengthening ◽  
Moment Capacity ◽  
Short Column ◽  
Short Columns ◽  
Strengthening Method

In order to develop an effective seismic shear strengthening method for improving the earthquake behavior of existing R/C short columns, experimental studies are conducted by using four beam-column sub assemblage specimens with a short column. Three short columns of these specimens are strengthening by steel plates and concrete, while other one is without any steel plate strengthening. All the specimens are tested under a constant gravity load and alternately repeated lateral forces. Test results demonstrate that, if the short column is strengthened by a welded square tube and concrete, then brittle shear failure does not occur and the column can develop its ultimate flexural moment capacity. It is also shown by tests that the proposed strengthening method using steel plates and concrete is applicable to repair and rehabilitate the damaged short columns failed in the brittle shear mode.

Experimental studies of the cutting force and surface morphology of explosively clad Ti–steel plates

Measurement ◽  
2016 ◽  
Vol 78 ◽  
pp. 129-137 ◽  
Author(s):  
P. Nieslony ◽  
P. Cichosz ◽  
G.M. Krolczyk ◽  
S. Legutko ◽  
D. Smyczek ◽  
...  
Keyword(s):  
Surface Morphology ◽  
Cutting Force ◽  
Experimental Studies ◽  
Steel Plates

Response and Failure of Ductile Circular Plates Struck by a Mass

1997 ◽  
Vol 119 (3) ◽  
pp. 332-342 ◽  
Author(s):  
N. Jones ◽  
S.-B. Kim ◽  
Q. M. Li
Keyword(s):  
Theoretical Analysis ◽  
Mild Steel ◽  
Aluminium Alloy ◽  
Reasonable Agreement ◽  
Failure Mechanisms ◽  
Experimental Studies ◽  
Experimental Results ◽  
Steel Plates ◽  
Circular Plates ◽  
Plastic Response

A theoretical analysis is presented in this paper to predict the dynamic plastic response of aluminium alloy and mild steel circular plates when struck normally by blunt solid cylindrical masses at the center. Reasonable agreement is obtained with experimental results for the permanent transverse displacements. Different failure mechanisms, which have been found in previous experimental studies on aluminium alloy and mild steel plates, are also illustrated by the proposed theory.

Modeling and Experimental Studies on 3D-Magnetic Flux Leakage Testing for Enhanced Flaw Detection in Carbon Steel Plates

2018 ◽  
Vol 30 (5) ◽  
pp. 253-268 ◽  
Author(s):  
W. Sharatchandra Singh ◽  
S. V. Sagar Kumar ◽  
C. K. Mukhopadhyay ◽  
B. Purnachandra Rao ◽  
P. Ravindar
Keyword(s):  
Carbon Steel ◽  
Magnetic Flux ◽  
Experimental Studies ◽  
Flaw Detection ◽  
Steel Plates ◽  
Magnetic Flux Leakage ◽  
Flux Leakage ◽  
Magnetic Flux Leakage Testing

MULTIPHASE SPRAY COOLING OF STEEL PLATES NEAR THE LEIDENFROST TEMPERATURE — EXPERIMENTAL STUDIES AND NUMERICAL MODELING

2010 ◽  
Vol 20 (5) ◽  
pp. 387-405 ◽  
Author(s):  
Nedim Sozbir ◽  
C. Yigit ◽  
R. J. Issa ◽  
Shi-Chune Yao ◽  
H. R. Guven ◽  
...  
Keyword(s):  
Numerical Modeling ◽  
Experimental Studies ◽  
Spray Cooling ◽  
Steel Plates ◽  
Leidenfrost Temperature
Sign in / Sign up

Export Citation Format

Share Document