A Simple Method of Determining Stress in Curved Flexural Members
Language: English
Published by Forgotten Books, 2019
- Softcover
- New
Seller: Forgotten Books, London, United KingdomForgotten Books
AbeBooks seller since June 2, 2021
Condition: New
US$ 17.10
Quantity: Over 20 available
Add to basketItem description from seller
Print on Demand. This book is a study into the calculation of stress distribution in curved structural members and flexible beams. It builds on previous theories and mathematical formulae to expand on the work of Winkler and Bach, extending their investigations into the effects of curvature on stress and strain. The author provides a detailed examination of analytical and graphical methods to determine correction factors for use with ordinary flexure formulae, creating a practical method of designing curved flexural members. By using case studies and numerical examples, the author provides clear and accessible explanations of complex mathematical concepts, making this book an invaluable resource for researchers, engineers, and designers working with curved structures. This book is a reproduction of an important historical work, digitally reconstructed using state-of-the-art technology to preserve the original format. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in the book.…
Seller Inventory # 9781334177996_0
- Title
- A Simple Method of Determining Stress in Curved Flexural Members
- Author
- Benjamin J. Wilson, John F. Quereau
- Publisher
- Forgotten Books
- Publication year
- 2019
- Condition
- New
- Book Type
- print-on-demand item
- Binding
- Paperback
- Language
- English
- ISBN 10
- 1334177996
- ISBN 13
- 9781334177996
- Seller catalogs
- General Engineering
The main reasons for applying the straight-beam formula to curved beams are, probably, that the curved-beam formula is much more com plicated and difficult to apply than is the straight-beam formula and that, in the case of cast frames, the deviation from the assumed con dition of homogeneity Of material, as well as the presence of initial stresses, causes uncertainty as to the significance Of the calculated stresses. These conditions will be discussed briefly later in this circular.
Due to the shorter length of the fibers on the concave (or inner) side Of a curved beam the unit strain (and hence also the unit stress within the proportional limit) is greater than that given by the straight beam formula; and the stress on the convex (or outer) side is less. Like wise the neutral axis does not pass through the centroid of the cross section of the beam but lies nearer to the concave or inner side.
This increase in stress due to the curvature of the beam may be of great importance, especially in members in which the stress is repeated many times, as is frequently the case.
About the Publisher
Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com
This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
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Forgotten Books
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Forgotten Books’ Classic Reprint Series utilizes the latest technology to regenerate facsimiles of historically important writings. Careful attention has been made to accurately preserve the original format of each page whilst digitally enhancing the quality of the aged text.
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