scholarly journals Structural Behavior of Large-Diameter Cylindrical Shell with Stiffened Opening

Metals ◽  
2021 ◽  
Vol 11 (9) ◽  
pp. 1413
Author(s):  
Sung-Yong Kang ◽  
Deokhee Won ◽  
Jong-Sup Park ◽  
Young-Jong Kang ◽  
Seungjun Kim

In recent years, there has been a growing demand for renewable energy that is free of power generation by products to address the global climate and resource limitation crises. Wind power generation is maximizing efficiency through constant research and development, and as the use of large capacity turbines increases, the scale of supporting structure also increases. The structural maintenance of hollow towers, the supporting structure of wind turbines, requires the installation of an opening through which workers can access the tower to check corrosion, cracks, and damage to the tower body. However, these access points can affect the buckling strength of the tower structures due to section loss. In this study, the effects of the opening on the structural stability and ultimate strength of a large diameter cylindrical shell, which could be used as a wind turbine supporting tower structure, were studied through elastic buckling and nonlinear analyses. Based on the analytical results, the effects of the thickness of a collar stiffener around the opening on the structure’s ultimate strength were investigated. The results were compared to the design criteria, and through regression analysis, an effective equation to determine the collar stiffener’s thickness for large diameter cylindrical shells was proposed based on an opening that satisfied the design strength criteria.

2020 ◽  
Vol 2020 ◽  
pp. 1-10
Author(s):  
Tuo Shi ◽  
Nianchun Deng ◽  
Xiao Guo ◽  
Wen Xu ◽  
Shi Wang

Taking the construction of a concrete-filled steel tube (CFST) arch bridge (part of the Sichuan-Tibet Railway) in low temperatures as the test site, firstly the deformation performance test of concrete was carried out. Following this initial testing, measurement of compressive strength and shrinkage performance was conducted in large-diameter CFSTs under a variety of curing conditions. Experimental results showed that the expansion effect of Ca-Mg composite expansive agent in concrete was better than that of other expansive agents at any stage. Under low-temperature curing (0°C), the sampling strength of the large-diameter CFSTs reached 73.5% of the design strength at 28 d in the presence of a nonthermal curing system. The design strength itself was reached, when a curing system involving a thermal insulation film was applied, and use of this film also led to improvements in concrete shrinkage. The results suggested that a Ca-Mg composite expansive agent, combined with an insulation film curing system, should be the technique selected for concrete pumping construction of CFST arch bridges in Tibet.


Author(s):  
Lin Wang ◽  
Feng Li

The influence of middle frames on the ultimate strength of pressure cylindrical shell is studied in this paper, the relationship between the critical stiffness of middle frames and the value of α is discussed, and the criterion of the necessity of adding middle frames on the issue of elastoplastic stabilities is specified.


Author(s):  
Dennis Williams

This paper presents the first of a series of solutions to the buckling of imperfect cylindrical shells subjected to an axial compressive load. In particular, the initial problem reviewed is the case of a homogeneous cylindrical shell of variable thickness that is of an axisymmetric nature. The equilibrium equations as first introduced by Donnell over seventy years ago are thoroughly presented as a basis for embarking upon a solution that makes use of perturbation methods. The ultimate objective of these calculations is to achieve a quantitative assessment of the critical buckling load considering the small axisymmetric deviations from the nominal shell wall thickness. Clearly in practice, large diameter, thin wall shells of revolution that form stacks (as found in flue gas desulphurization absorber assemblies) are never fabricated with constant diameters and thicknesses over the entire length of the assembly. As such, ASME Boiler and Pressure Vessel Code Section VIII fabrication tolerances as supplemented by ASME Code Case 2286-1 are reviewed and addressed in light of the findings of the current study and resulting solutions with respect to the critical buckling loads. The method and results described herein are in stark contrast to the “knockdown factor” approach currently utilized in ASME Code Case 2286-1. Recommendations for further study of the imperfect cylindrical shell are also outlined in an effort to improve on the current design rules regarding column buckling of large diameter shells designed in accordance with ASME Section VIII, Divisions 1 and 2; and ASME STS-1 in combination with the suggestions contained within Code Case 2286-1.


2021 ◽  
Author(s):  
Yu Lei ◽  
Xi Lu ◽  
Ying Wang ◽  
Haoqiang Guo ◽  
Yu Wang ◽  
...  

Vigorously promoting the development of photovoltaic (PV) resources is a positive measure taken by humanity in response to the changes in global climate and environment. At the same time, combining photovoltaic power generation systems with traditional power generation systems, using the advantages of different power generation systems to achieve real-time scheduling optimization has become an urgent problem to be solved in engineering applications. This paper attempts to study the climate and environmental benefits of the development of photovoltaic resource in Africa by taking Angola as an example based on actual project data. According to the characteristics, load requirements, seasonal characteristics and actual engineering background of Tombwa in Angola, a baseline Scenario and four comparative Scenarios were established, and the operating costs of the five Scenarios in local rainy season and dry season were obtained respectively. The cost of electricity for the five Scenarios calculated subsequently. Through real-time scheduling and optimization of the software, the emission characteristics of CO2, NOx and CO under five Scenarios are obtained, and the climate benefits and environmental benefits of the five scenarios are further analyzed and compared. The results show that the development of photovoltaic resources in Angola has good climate and environmental benefits. In addition, the combine application of diesel, PV and battery power system will be the most effective of the five Scenarios to reduce the CO2 emissions with the lowest levelized cost of electricity (LCOE) of 0.38 yuan/kwh, as a cost-effective solution in remote areas of Angola, Africa.


1997 ◽  
Vol 8 (1) ◽  
pp. 85-93 ◽  
Author(s):  
Ichiroh Shiraishi ◽  
Shizuo Hayashi ◽  
Fumio Kuwabara ◽  
Masahiro Horii

2021 ◽  
Author(s):  
James Varney ◽  
Richard Dyson

Abstract The largest contributor to operational emissions from upstream oil and gas operations is power generation from gas turbines (contributing 13.2M tonnes of CO2 and 67.5% of offshore emissions in 2018). To meet global climate targets, it is critical that the oil and gas industry address the greenhouse gas (GHG) emissions from its operations. Given that production facilities built today may operate for 20-30 years, they must be future-proofed for ongoing operation; in this timeframe, industries, governments and countries have committed to significant reductions in emissions. If facilities are not designed with green power in mind, there is a risk that carbon pricing may cause projects to become uneconomic before their planned end-of-life - an expensive folly. To meet GHG emission targets and de-risk projects it is essential that operators design, and construct facilities powered by green sources. This will future-proof their operations, ensuring that operators are active participants in a carbon neutral future. This is a tenet for survival in a world with pressure to decarbonise from shareholders, financial institutions and society itself. This paper presents a pathway to a green powered facility, identifying the associated opportunities and challenges. A Decision Quality framework was used to identify methods for achieving green powered facilities including: Power import from green sources (onshore and offshore) Green Power Purchase Agreements Renewable microgrids Integration with hydrogen networks Facility demanning to reduce power demand Engineered offsetting methods (excluding nature-based offsetting) Digital Transformation of design and operations - remote operation and monitoring. Design concepts were created to test solutions to removing gas turbines from offshore facilities. Traditional approaches to facility design were challenged at every level and an optimal, green-powered design was identified based on the above assessments integrating the latest techniques and technology. The study team determined the potential limits to offshore electrification and identified solutions to the typical barriers found in these types of project. This paper demonstrates that a 75% reduction in emissions is achievable with current technology, in a grid with a high renewables component. The opportunities and challenges of net-zero power generation are presented, and a hierarchy of technologies show those which have the biggest impact. This will allow operators to make decisions on areas that present the biggest targets for power generation emissions reduction. The methodology can be adapted to any geographical region, considering available local infrastructure. With grid-connected systems, as the grid decarbonises, so too will the offshore operations. The approach presented can be applied across many industries; long lifespan, capital intensive projects with large GHG footprints are particularly vulnerable to carbon taxes. These projects have much to gain from adopting green power generation early in system design.


Author(s):  
Gurinder Singh Brar ◽  
Yogeshwar Hari ◽  
Dennis K. Williams

This paper presents the third of a series of solutions to the buckling of imperfect cylindrical shells subjected to an axial compressive load. In particular, the initial problem reviewed is the case of a homogeneous cylindrical shell of variable thickness that is of an axisymmetric nature. The equilibrium equations as first introduced by Donnell over seventy years ago are discussed and reviewed in establishing a basis for embarking upon a solution that utilizes finite difference methods to solve the resulting equilibrium and compatibility equations. The ultimate objective of these calculations is to achieve a quantitative assessment of the critical buckling load considering the small axisymmetric deviations from the nominal cylindrical shell wall thickness. Clearly in practice, large diameter, thin wall shells of revolution that form stacks are never fabricated with constant diameters and thicknesses over the entire length of the assembly. The method and results described herein are in stark contrast to the “knockdown factor” approach currently utilized in ASME Code Case 2286-1. The results obtained by finite difference method agree well with those published by Elishakoff and Williams for the prediction of buckling load.


Energy Policy ◽  
2013 ◽  
Vol 61 ◽  
pp. 1460-1470 ◽  
Author(s):  
Iftekhar Khan ◽  
Firoz Alam ◽  
Quamrul Alam

2012 ◽  
Vol 224 ◽  
pp. 170-173
Author(s):  
Wen Yi Chai ◽  
Yong Jie Xie ◽  
Wei Wang ◽  
Meng Yuan Wu ◽  
Xue Wu Fan

This paper describe design and optimize of the lightweight primary mirror assemblies for the space telescope, aim at supporting structure of the primary mirror with an aperture of 530mm for the Cassegrain optical. We design three kinds of flexible support structure for the mirror, and numerical simulation analysis the accuracy of reflective shape for mirror assemblies on the ground test and in-orbit work environment, compare the results of analysis and optimize parameters of flexible structure, determine the final project and put it into production. The results show that the component should be aligned and tested in the same direction of the mirror optical axis and the gravity, the accuracy of reflective shape is PV<λ/25 and RMS<λ /125 (λ = 632.8nm), under the state ofΔ4oC temperature change, the RMS<λ/234 (λ = 632.8nm), the project meet design requirements of the optical system.


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