Pressure Vessel And Piping Technology - Proceedings Of The Seminar

Pressure Vessel And Piping Technology - Proceedings Of The Seminar

Author: John Shing Tai Cheung

Publisher: World Scientific

Published: 1993-05-11

Total Pages: 528

ISBN-13: 9814552941

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This last decade has seen remarkable growth in the Asian Pacific region in the off-shore oil, petrochemical, power and process industries and the rapid change in these fields requires constant updating and reappraisal of the available and new technologies. The proceedings of the seminar will contain papers from representatives from many countries to address current technological issues and discuss engineering development and operating experiences. The proceedings will therefore greatly benefit those who wish to learn about the new developments in the areas of application of pressure vessels and piping technology.


Design & Analysis

Design & Analysis

Author: Liu Cengdian

Publisher: Elsevier

Published: 2016-06-03

Total Pages: 1841

ISBN-13: 1483191125

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Pressure Vessel Technology, Volume 3 reviews the practices and trends in pressure vessel technology. This book discusses the tremendous progress in the various fields of pressure vessel technology, including fabrication techniques, ferrous materials, and life expectancy to assure structural integrity. Organized into 11 chapters, this compilation of papers begins with an overview of the fabrication techniques in pressure vessel technology. This text then examines the requirements of the chemical industry for the prevention of catastrophic failure of pressure components. Other chapters consider the major development of pressure vessels for special purposes, high pressure vessels, materials for making pressure vessels, and pressure vessel codes. This book discusses as well the seismic design in the field of pressure vessels and pipings. The final chapter deals with buckling resistance under seismic motions for thin-walled cylindrical vessels, of which predominant mode of failure is shear buckling and bending under horizontal earthquake loadings. This book is a valuable resource for mechanical engineers, project managers, and scientists.


Mechanical Engineering

Mechanical Engineering

Author: American Society of Mechanical Engineers

Publisher:

Published: 1922

Total Pages: 1088

ISBN-13:

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"History of the American society of mechanical engineers. Preliminary report of the committee on Society history," issued from time to time, beginning with v. 30, Feb. 1908.


Computerized buckling analysis of shells

Computerized buckling analysis of shells

Author: D. Bushnell

Publisher: Springer Science & Business Media

Published: 1985-09-30

Total Pages: 456

ISBN-13: 9789024730995

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This report describes the work performed by Lockheed Palo Alto Research Labora tory, Palo Alto, California 94304. The work was sponsored by Air Force Office of Scientific Research, Bolling AFB, Washington, D. C. under Grant F49620-77-C-0l22 and by the Flight Dynamics Laboratory, Air Force Wright Aeronautical Laboratories, Wright-Patterson AFB, Ohio under Contract F3361S-76-C-31OS. The work was completed under Task 2307Nl, "Basic Research in Behavior of Metallic and Composite Components of Airframe Structures". The work was admini stered by Lt. Col. J. D. Morgan (AFOSR) and Dr. N. S. Khot (AFWAL/FIBRA). The contract work was performed between October 1977 and December 1980. The technical report was released by the Author in December 1981. Preface Many structures are assembled from parts which are thin. For example, a stiffened plate or cylindrical panel is composed of a sheet the thickness of which is small com pared to its length, breadth, and stiffener- spacing, and stiffeners the thickness of which is small compared to their _ heights and lengths. These assembled structures, loaded in compression, can buckle overall, that is sheet and stiffeners can collapse together in a general instability mode; the sheet can buckle locally between stiffeners; the stiffeners can cripple; and a variety of complex buckling interactions can occur involving local and overall deformations of both sheet and stiffeners. More complex, built-up structures can buckle in more complex and subtle ways.