scholarly journals REDUCING THE FORCE RESISTANCE OF STEEL COLUMNS IN INDUSTRIAL BUILDINGS WITH CORROSION DAMAGE DURING OPERATION

2020 ◽  
Vol 8 (4) ◽  
pp. 9-13
Author(s):  
Nina Buzalo ◽  
Ivan Gontarenko ◽  
Boris Chernykhovsky
Keyword(s):  
Experimental Study ◽  
Corrosion Damage ◽  
Building Structure ◽  
Safe Operation ◽  
Metal Structures ◽  
Steel Columns ◽  
Industrial Buildings ◽  
Calculation Results

When conducting inspections of metal structures of industrial buildings, one of the most characteristic damages is revealed - corrosion. To assess the degree of serviceability and the possibility of further safe operation of a building structure or a building and structure, it is necessary to correctly assess the danger of corrosion damage and determine the possibility of further operation. To assess the strength resistance of damaged structures, it is necessary to correctly assess the danger of corrosion damage and determine the possibility of further operation. For this purpose, an experimental study of columns with simulated corrosion damage was carried out and compared with the calculation results according to regulatory recommendations.

On corrosion damage and its connection with non-metal inclusions in elements of pipe metal structures of NPP

2020 ◽  
pp. 148-156
Author(s):  
A. S. Mitrofanov ◽  
Ye. A. Krainyuk ◽  
S. V. Gozhenko ◽  
V. N. Voyevodin ◽  
R. L. Vasilenko
Keyword(s):  
Corrosion Damage ◽  
Metal Structures ◽  
Pipe Metal

The Stability Analysis of Slope of Shegang Protecting Dyke

2011 ◽  
Vol 261-263 ◽  
pp. 1841-1845
Author(s):  
Hui Qin Yao
Keyword(s):  
Stability Analysis ◽  
Working Conditions ◽  
Saturation Line ◽  
Dam Safety ◽  
Design Code ◽  
Embankment Dam ◽  
Safe Operation ◽  
Calculation Results ◽  
The Stability ◽  
Reinforcement Design

Appraisal of dam slope safety is essential for security and stability of the dyke that has been constructed for many years. According to the requirements of the appraisal of dam safety, the stability analysis of slope of Shegang dyke has been carried out by using Sweden circular-arc method, Bishop method, Engineer Corps method and Lowe method four methods under many kinds of working conditions and some conditions when the saturation line raising. Combined with the design code form embankment dam, the calculation results can be analyzed. The analysis can show that the security indexes of anti-slide under four kinds of working conditions and some conditions when the saturation line raising meet the requirements of the design code. This can provide basis for the reinforcement design of the dam, which also has a certain directive significance for the safe operation and observation of the dam in the future.

scholarly journals THE ENGINEERING METHOD FOR UNIFYING GROUND FLOOR SLAB SETTLEMENTS

2021 ◽  
Vol 12 (2) ◽  
pp. 46-52
Author(s):  
Kęstutis Urbonas ◽  
Danutė Sližytė ◽  
Antanas Šapalas
Keyword(s):  
Engineering Method ◽  
Pile Foundations ◽  
Floor Slab ◽  
Ground Floor ◽  
Actual Behaviour ◽  
Industrial Buildings ◽  
Calculation Results ◽  
The Impact

For industrial buildings and logistics centres truck lifts are usually used. Therefore, there are special requirements for flatness tolerance of ground floor. The ground floor settlements differences in selected distances are limited. The article reviews the behaviour of soils and the importance of the actual behaviour assessment of soils during the design of floor slab on elastic subgrade. Particular attention is given to the behaviour of floor slab areas above pile foundations that support the building’s columns. Calculation results show the impact of subgrade stiffness on the behaviour of the floor slab, especially in areas above pile foundations, where the stiffness of subgrade is much higher. The article presents a solution for achieving the required level of settlements’ differences in areas where pile foundations for the building’s columns under the ground slab are used. The paper proposes an efficient engineering method to reduce ground slab settlements differences. The results of performed calculations confirm the efficiency of presented method.

scholarly journals EVALUATION OF THE VITALITY OF A FLANGED CONNECTION WITH A STEEL TOWER STRUCTURE WITH ACCOUNT OF EXPERIMENTAL DETERMINATION OF AERODYNAMIC COEFFICIENTS

2020 ◽  
Vol 82 (2) ◽  
pp. 215-224
Author(s):  
V.I. Erofeev ◽  
I.A. Samokhvalov
Keyword(s):  
Bearing Capacity ◽  
Numerical Study ◽  
Wind Load ◽  
Aerodynamic Coefficients ◽  
Metal Structures ◽  
Equivalent Stresses ◽  
Tower Structure ◽  
Calculation Results ◽  
Design Calculations

A numerical study of the survivability of the flange assembly is carried out upon reaching a critical load and in the presence of a defect in one of the design areas, taking into account the calculated values of the aerodynamic coefficients. An experiment is being carried out to determine the values of the wind load acting on the supporting legs of a metal tower. The calculation of the stressstrain state is performed using software system as SCAD Office and IDEA StatiCa 10.0. After calculating the forces in the core model of the structure, a threedimensional plate model of the assembly is formed and prepared for calculation. According to the results of the experiment, a graph was compiled with the values of aerodynamic coefficients, which were used in calculating the stressstrain state of the node. The analysis of the calculation results revealed that in the design (defectfree) state of the structure, the safety factor of the bearing units and elements is 35-40% (equivalent stresses were 165 MPa). If there is a defect in the metal structures of the belt in the region of the flange, the equivalent stresses increase to 247.6 MPa in the region of the cleavage (defective hole), thus, the margin in bearing capacity drops to 0.4%. As a result of the assessment of the survivability of the flange connection, it was revealed that the connection has a high potential survivability, in turn, the flange itself is able to work in the presence of some defects without reducing its bearing capacity to a critical level. The aerodynamic coefficients obtained in this work will determine the wind load on this type of profile and can be used in design calculations of tower structures for wind loads.

Stability of steel columns with bolted strengthening under preload: Experimental study

2022 ◽  
Vol 190 ◽  
pp. 107119
Author(s):  
Sizhe Wang ◽  
Qingtian Su ◽  
Xu Jiang ◽  
Elyas Ghafoori
Keyword(s):  
Experimental Study ◽  
Steel Columns

scholarly journals Numerical Analysis of the Combustion of Gases Generated during Biomass Carbonization

Entropy ◽  
2020 ◽  
Vol 22 (2) ◽  
pp. 181
Author(s):  
Robert Zarzycki ◽  
Rafał Kobyłecki ◽  
Zbigniew Bis
Keyword(s):  
Combustion Process ◽  
Biomass Feedstock ◽  
Safe Operation ◽  
Separate Paper ◽  
Biomass Processing ◽  
Afterburning Chamber ◽  
Combustion Of Gases ◽  
Calculation Results ◽  
Design And Manufacture ◽  
Operational Data

The paper deals with the analysis of the combustion of volatiles evolved during thermolysis (thermal treatment) of biomass feedstock. The process is tailored to produce charcoal (biochar), heat and electricity and the whole system consists of a carbonizer, afterburning chamber and steam recovery boiler. In order to maintain safe operation of the carbonizer the process temperature has to be maintained at an acceptable level and thus the majority of gases evolved during biomass processing have to be combusted outside in the afterburning chamber. In this paper the combustion of those gases in a specially-designed combustion chamber was investigated numerically. The calculation results indicated that the production of the biochar has to be carried out with tight integration and management of the heat produced from the combustion of the volatiles and the emission of CO and methane may be maintained at a low level by optimization of the combustion process. The most promising effects were achieved in cases C4 and C5 where the gas was fed tangentially into the afterburning chamber. The calculation results were then used for the design and manufacture of a pilot reactor—from which the parameters and operational data will be presented and discussed in a separate paper.

Experimental Research on Mechanical Calculation of Fascine Object’s Underwater Falling

2011 ◽  
Vol 84-85 ◽  
pp. 204-208
Author(s):  
Jie Shi ◽  
Xiao Lei Zhang ◽  
Su Ting Yang
Keyword(s):  
Mechanical Properties ◽  
Experimental Study ◽  
Experimental Research ◽  
Yellow River ◽  
The Yellow River ◽  
Mechanical Calculation ◽  
River Bed ◽  
Calculation Results

Fascine objects can be applied in the process of emergency rescues in the Middle and Lower reaches of the Yellow River. Because fascine objects can improve the efficiency of rushing to deal with an emergency, adapt to changes in river bed conditions better, resist the erosion of water slide on riverbank and buttress and prevent the collapse of the embankment, they are applicable to rescuing grave dangerous situations such as river closure, advancing construction dams in waters, closing up levee breaches and so on. Based on the experimental study, the authors analyze the mechanical calculation results of fascine object’s underwater falling, and draw the relevant mechanical properties of fascine object’s underwater falling.

Fatigue Behavior of Metallic Pipes With Through-Wall Corrosion Damage Repaired With Bonded Metallic Patches

2020 ◽  
Author(s):  
Camila de Luca ◽  
Julia Sathler ◽  
João Fellipe Souza ◽  
Heraldo Mattos
Keyword(s):  
Experimental Study ◽  
Fatigue Behavior ◽  
Corrosion Damage ◽  
Composite Repair ◽  
Pressure Transients ◽  
Early Failures ◽  
Repair Systems ◽  
Inelastic Strains ◽  
Successful Repair

Abstract Composite repair systems have been gaining each time more space in industry, especially when it comes to repairing through-wall defects in pipes. They are simpler to apply, have no costly downtime and provide lower risks to the environment when compared to metallic repairs. ASME PCC-2 and ISO 24817 standards are responsible for defining the parameters necessary to a successful repair, however neither of them addresses a very common practice in such repairs, which is the addition of a bonded metallic patch over the defect. Several companies are adepts of such practice and it has already been proven that is actually the metallic patch and not the composite sleeve itself that sustains most of the load applied on the repair, and for that reason it becomes necessary to conduct further studies regarding the behavior of the patch alone. One important issue is to understand why the strength of similar repairs due to operation errors with very similar amplitude of pressure transients seems to vary randomly, with unexplained early failures. The present paper is concerned with an experimental study about how pressure variations can generate cyclic inelastic strains in the pipe, which can weaken the adhesion between pipe and patch, leading the repair to fail prematurely.

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