Experiments with the Displacement Interferometer
Author: Carl Barus
Publisher:
Published: 1915
Total Pages: 130
ISBN-13:
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Author: Carl Barus
Publisher:
Published: 1915
Total Pages: 130
ISBN-13:
DOWNLOAD EBOOKAuthor: Carl Barus
Publisher:
Published: 1921
Total Pages: 296
ISBN-13:
DOWNLOAD EBOOKAuthor: Carl Barus
Publisher: Lulu.com
Published: 2018-09-08
Total Pages: 160
ISBN-13: 0359076025
DOWNLOAD EBOOKFrom the PREFACE. The experiments of the present volume are either direct applications of displacement interferometry or they embody the correlative work which has grown out of such applications, often at widely different times. In the arrangement of the chapters it has therefore been expedient to depart from chronological order in favor of an arrangement of subjects which belong together. In a former report I had already used a U-tube in connection with the interferometer, but the design of the apparatus was limited in scope. In the present paper (Chapter I) the open mercury manometer is made directly available for pressure measurement, and as the attainable sensitiveness is easily a few hundred thousandths of a centimeter of mercury per fringe displacement, it is well worth while to see what can be gained by using it. The applications to air thermometry on a micrometric scale and an attempt to revive the old absolute electrometer in Chapter II are merely incidental....
Author: Boston Public Library
Publisher:
Published: 1916
Total Pages: 420
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1917
Total Pages: 1906
ISBN-13:
DOWNLOAD EBOOKAuthor: Alberto Carpinteri
Publisher: Springer Science & Business Media
Published: 2012-12-06
Total Pages: 210
ISBN-13: 9400961499
DOWNLOAD EBOOKIn this volume on the mechanics of fracture of Portland cement concrete, the general theme is the connection between microstructural phenomena and macroscopic models. The issues addressed include techniques for observation over a wide range of scales, the influence of .microcracking on common measures of strength and de formability , and ultimately, the relationship between microstructural changes in concrete under load and its resistance to cracking. It is now commonly accepted that, in past attempts to force-fit the behavior of concrete into the rules of linear elastic fracture mechanics, proper attention has not been paid to scale effects. Clearly, the relationships among specimen size, crack length and opening, and characteristic material fabric dimensions have been, in comparison to their counterparts in metals, ceramics, and rocks, abused in concrete. Without a fundamental understanding of these relationships, additional testing in search of the elusive, single measure of fracture toughness has spawned additional confusion and frustration. No one is in a better position to document this observation than Professor Mindess.
Author: Carl Barus
Publisher:
Published: 1916
Total Pages: 168
ISBN-13:
DOWNLOAD EBOOKAuthor: Sanichiro Yoshida
Publisher: Springer
Published: 2016-09-07
Total Pages: 337
ISBN-13: 3319416006
DOWNLOAD EBOOKAdvancement of Optical Methods in Experimental Mechanics, Volume 3 of the Proceedings of the 2016 SEM Annual Conference & Exposition on Experimental and Applied Mechanics, the third volume of ten from the Conference, brings together contributions to this important area of research and engineering. The collection presents early findings and case studies on a wide range of optical methods ranging from traditional photoelasticity and interferometry to more recent DIC and DVC techniques, and includes papers in the following general technical research areas: Advances in Digital Image Correlation Challenging Applications of DIC Uncertainty Analysis & Improvements to DIC Accuracy Photoelasticity, Interferometry, & Moire Methods Applications of Stereovision Inverse Methods at High Strain Rates Inverse Methods in Plasticity
Author: Carnegie Institution of Washington
Publisher:
Published: 1921
Total Pages: 218
ISBN-13:
DOWNLOAD EBOOKAuthor: I. M. Allison
Publisher: Taylor & Francis US
Published: 1998
Total Pages: 800
ISBN-13: 9789058090157
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