The Relation Between the Elastic Strengths of Steel in Tension, Compression, and Shear
Author : Fred B. Seely
Publisher :
Page : 60 pages
File Size : 15,59 MB
Release : 1919
Category : Steel
ISBN :
Author : Fred B. Seely
Publisher :
Page : 60 pages
File Size : 15,59 MB
Release : 1919
Category : Steel
ISBN :
Author : Fred B. Seely
Publisher : Forgotten Books
Page : 56 pages
File Size : 41,4 MB
Release : 2016-09-16
Category : Technology & Engineering
ISBN : 9781333616113
Excerpt from The Relation Between the Elastic Strengths of Steel in Tension, Compression, and Shear Apart from the problem of combined stress there has been also a lack of knowledge of the correct elastic shearing strength of various grades of steel and of the general nature of elastic shearing failure as well as of methods of determining the correct shearing strength from tests. 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.
Author : Earle Horace Warner
Publisher :
Page : 200 pages
File Size : 41,38 MB
Release : 1919
Category : Corona (Electricity)
ISBN :
Author : Fred B. Seely
Publisher :
Page : 49 pages
File Size : 46,4 MB
Release : 1919
Category : Steel
ISBN :
Author : John A. Van Den Broek
Publisher : Forgotten Books
Page : 52 pages
File Size : 37,26 MB
Release : 2016-11-05
Category : Technology & Engineering
ISBN : 9781334180644
Excerpt from The Effects of Cold-Working on the Elastic Properties of Steel There is one difficulty about the explanation of the harden ing of metal by plastic strain, as given by the conceptions ex plained above, which requires brief mention. This lies in the fact that the hardening produced by plastic strain is, in certain cases at all events, unidirectional. For instance, a piece of steel which has been 'hardened, ' has attained a raised yield point and apparently raised elastic limit, as the result of tensile overstrain, is not really hardened in every way, for, if it is tested in compression, it is found that for stresses of that kind the apparent elastic limit has been lowered, so that the total range of stress of elasticity, from the limit in compression to the limit in tension, has not been materially altered. It is difficult to see how the formation of hard amorphous layers on surfaces of slip can account for softening of the metal in relation to com pression while producing hardening as against tension. It may be, of course, that there is something directional about the manner in which the crystalline arrangement is broken up on the slip Surfaces, so that a configuration results which allows of slip in one direction but not in another. 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.
Author : Albert John Becker
Publisher :
Page : 78 pages
File Size : 12,65 MB
Release : 1916
Category : Steel
ISBN :
Author : Knut Styffe
Publisher : Forgotten Books
Page : 192 pages
File Size : 46,45 MB
Release : 2017-10-27
Category : Technology & Engineering
ISBN : 9781527867666
Excerpt from The Elasticity, Extensibility, and Tensile Strength of Iron and Steel AT the instance of the Committee appointed by His Majesty the King of Sweden for the purpose of examining railway plant of home manufacture, and of determining the fitness of Swedish iron for such materials (of which committee the author was a member), a tolerably extensive series of experi ments has been undertaken, within the last few years, for testing the elasticity, extensibility, l and absolute strength of different varieties of iron and steel. 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.
Author : Harry Parker
Publisher :
Page : 312 pages
File Size : 39,70 MB
Release : 1951
Category : Mechanics, Applied
ISBN :
Author : Barry Dupen
Publisher : Createspace Independent Publishing Platform
Page : 176 pages
File Size : 12,55 MB
Release : 2018
Category :
ISBN : 9781987736489
This algebra-based text is designed specifically for Engineering Technology students, using both SI and US Customary units. All example problems are fully worked out with unit conversions. Unlike most textbooks, this one is updated each semester using student comments, with an average of 80 changes per edition.
Author : David Collings
Publisher : Thomas Telford
Page : 206 pages
File Size : 49,19 MB
Release : 2005
Category : Technology & Engineering
ISBN : 9780727733429
"Steel-concrete composite bridges shows how to choose the bridge form and design element sizes to enable the production of accurate drawings and also highlights a wide and full range of examples of the design and construction of this bridge type."--Jacket.