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Minutes of Proceedings of the Institution of Civil Engineers Volume N . 172

Minutes of Proceedings of the Institution of Civil Engineers Volume N . 172


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About the Book

This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1908 Excerpt: ...for a similar purpose, but in all these cases the weight of the rubber itself could produce no appreciable effect, while in the 1 Discussion on Mr. Theodore Cooper's Paper, ' New Facts about Eye-bars." Transactions American Society of Civil Engineers, vol. lvi, p. 439. Messrs. Wilson dam problem practically the-whole of the vertical load on any horizontal section must be produced by the weight of the material itself. The water-thrust neither increased nor decreased it, the effect being only to rearrange the distribution of weight. The experiments on the sample block of rubber proved that the strains were proportional to the stresses and that the volume remained practically constant. The sample block had the same thickness as the other models (1 inch) and the compressive stress was put on in the direction of its length (6 inches). The measurements were made on the full thickness, on about 3 inches of the width (4 inches) and on a length also of about 3 inches. The Authors recognized that with the appreciable strains they were dealing with, the value of m (the reciprocal of Poisson's ratio) would strictly speaking have to vary with the strain. For instance, with a simple stress in one direction producing a direct strain a m = 1--a+1--a for compression. and m = +/ + a + I + a for tension. The corresponding value of m in terms of the strain b was that given by Mr. Appleyard's equation (A) with which he calculated the values of m for different increments of the strain b. The above formulas assumed the lateral strain 6 to be the same in each direction, so that the relation of m to the strain was purely a geometrical one based on the volume being constant. Thus with a direct strain a equal to 5 per cent, m would equal 1 926 for compression and 2, ...


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Product Details
  • ISBN-13: 9781231921593
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 148
  • Spine Width: 8 mm
  • Width: 189 mm
  • ISBN-10: 1231921595
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 277 gr


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