Welded T-joint connections of square thin-walled tubes under a multi-axial state of stress

2010 ◽  
Vol 45 (8) ◽  
pp. 629-646 ◽  
Author(s):  
R Moazed ◽  
R Fotouhi ◽  
W Szyszkowski ◽  
D Bitner
1986 ◽  
Vol 53 (4) ◽  
pp. 821-830 ◽  
Author(s):  
P. M. Naghdi ◽  
D. J. Nikkel

Detailed calculations are presented for strain cycling in a homogeneous deformation that can be sustained by a biaxial state of stress in thin-walled specimens of OFHC copper. These calculations are made with a set of relatively simple constitutive equations within the framework of the strain-space formulation of plasticity. The predicted theoretical calculations, carried out in the context of small deformation, are in good agreement with corresponding available experimental results for saturation hardening and erasure of memory in two-dimensional strain cycling. Also, with the use of the calculated results, a scalar quantity that characterizes strain-hardening is plotted as a function of plastic strains. Such plots are likely to be useful for computational purposes.


Author(s):  
Sri Shanti Potluri ◽  
Ananda Mohan Bommakanti Srinivasa ◽  
Isai Thamizh Ramasamy ◽  
Srinivasa Rao Potu ◽  
Ananda Rao Patnaik Balivada Venkata

Stringent mission requirements of Aero Gas Turbine engines result in severe aerodynamic loads on engine components. Structural integrity and durability of blades is an important aspect with fatigue being a major failure mode and especially High Cycle Fatigue being a critical design concern. HCF failures in blades are mainly attributed to resonant excitations where the dynamic stress amplitude in the blade increases as the exciting frequency approaches the resonant speed. These excitations could be due to integral orders, i.e. as multiples of rotational speeds and also due to nozzle or blade pass frequencies. The frequency of these excitations is very high and under these excitations, the blades are subjected to highly complex modes or deformation patterns resulting in a multi-axial state of stress. Other causes for multi-axial state of stress may be attributed to anisotropy in material, presence of stress raisers and end fixity/ support mechanism of the blade in context. Assessing the severity of this multi-axial stress state in the blade from HCF is very important from the designer’s perspective. This paper describes the methodology employed in a compressor stator blade to assess the HCF damage by distortion energy based multi-axial fatigue failure criteria with a modification to include the mean static stresses. Based on this method, safe operating strain limits are established and are used as guide lines to monitor the stator blades during engine testing. When this methodology is checked for a pure bending mode of a compressor stator blade, i.e. for a state of stress which is predominantly unidirectional, both the Goodman approach and the distortion energy based multi-axial method yield the same assessment under HCF, whereas for a complex mode with a multi-axial state of stress, considerable difference in results is observed.


2014 ◽  
Vol 59 (4) ◽  
pp. 1131-1140
Author(s):  
Mirosław Wierzbicki ◽  
Pavel Konečný ◽  
Alena Kožušníková

Abstract The paper is dealing with the permeability of coal in triaxial state of stress. The permeability of coal, besides coal’s methane capacity, is the main parameter determining the quantity of methane inflow into underground excavations. The stress in a coal seam is one of the most important factors influencing coal permeability therefore the permeability measurements were performed in tri-axial state of stress. The hydrostatic three-axial state of stress was gradually increased from 5 MPa with steps of 5 MPa up to a maximum of 30 MPa. Nitrogen was applied as a gas medium in all experiments. The results of the permeability measurements of coal cores from the “Zofiówka” mine, Poland, and three mines from the Czech Republic are presented in this paper. As a “reference”, permeability measurements were also taken for coal briquettes prepared from coal dust with defined porosity. It was confirmed that the decreasing porosity of coal briquettes affects the decreasing permeability. The advantage of experimentation on coal briquettes is its good repeatability. From the experimental results, an empirical relation between gas permeability and confining pressure has also been identified. The empirical relation for coal briquettes is in good correspondence with published results. However, for coal cores, the character of change differs. The influence of confining pressure has a different character and the decrease in permeability is stronger due to the increasing confining pressure


1973 ◽  
Vol 95 (4) ◽  
pp. 233-237 ◽  
Author(s):  
S. Vaidyanathan ◽  
A. F. Todaro ◽  
I. Finnie

The residual stress distribution produced by a circumferential weld between axisymmetric shells (cylinders, spheres, cones, etc.) is quite different from that due to a butt weld between two flat plates. The reason for this difference is pointed out and it is shown that the state of stress in thin-walled shells may be estimated from that in a plate. Since a simple approximate method for predicting residual stresses in a butt-welded flat plate is available, it is possible to estimate the stresses due to a circumferential weld from the welding conditions and certain material properties. Experimental results show good agreement with the predictions.


2020 ◽  
Vol 142 (4) ◽  
Author(s):  
S. P. Atul Narayan ◽  
K. R. Rajagopal

Abstract One of the ways of determining the properties of granular materials is to subject the material to a tri-axial state of stress with three distinct eigenvalues, in a cubical tri-axial testing equipment, the material tested being in a static state. A constitutive relation for granular materials that does not allow the body to be in tri-axial static equilibrium would not be a reasonable model as experiments clearly show that granular materials can exist in such tri-axial states. In this short note, we observe that a large class of models that have been developed and used to describe the response of granular materials will not allow them to be in a static tri-axial state of stress with three different principal stresses.


2014 ◽  
Vol 60 (2) ◽  
pp. 223-240
Author(s):  
T. Godycki-Ćwirko ◽  
K. Nagrodzka-Godycka ◽  
P. Piotrkowski

Abstract The paper presents the description of structure and the selected problems of the technical condition, as well as the strength analysis of the thin-walled reinforced concrete shell which has been making a covering of the main hall of the Gdynia Seaport Building through the last 80 years. The rectangle projection of four single curvature shells of the dome was shaped out of mutual perpendicular intersection of two cylindrical shells. The analysis of the state of stress and deformations was carried out using the special model worked out in MES considering the combination of loads, the thermal ones included. For the long lasting loads (the deadweight of the dome), the computed results of static quantities were confronted with analytical results obtained according to F. Dischinger’s method. This method had been applied by the DYWIDAG Company in Berlin and its branch in Katowice (Poland) who designed the Gdynia Dome. The computational analysis and the assessment of the technical state, along with laboratory pH tests of concrete, made it possible to carry out the overall evaluation of durability and safety of operation of the Gdynia Seaport Dome through the next decades.


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