Technical Stability of Continuously Loaded Thin-walled Slender Columns

eBook (PDF), 277 Pages
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Price: $99.99
The book presents the theory of the technical loss of stability in elastic states of slender columns under axially continuously load like columns loaded with self-weight. According to this theory the differential equations of elastic lines of columns are determined. The formulas of the stability analysis and the critical parameters like critical specific gravity per Young’s modulus, critical weight, critical compressive stress, critical length of columns as the function depending on parameters like dimensions, slenderness ratio, cross section area and specific gravity per Young’s modulus are determined. The study considers cases of fixed columns at the bottom end as well as pinned columns, i.e. set between one fixed and one slide joints. In order to compare the book also presents the theory of the loss of stability of slender columns according to Timoshenko and Gere. The theory explains the way of losing of carrying capacity and allows to optimize (dimensions and... More > material) slender columns.< Less
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Product Details

First Edition
Lulu Press, Inc. 3101 Hillsborough St, Raleigh, NC 27607
November 16, 2017
File Format
File Size
13.28 MB

Formats for this Ebook

Required Software Any PDF Reader, Apple Preview
Supported Devices Windows PC/PocketPC, Mac OS, Linux OS, Apple iPhone/iPod Touch... (See More)
# of Devices Unlimited
Flowing Text / Pages Pages
Printable? Yes
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