Response of Horizontally Oriented Buried Cylinders to Static and Dynamic Loading

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ISBN 13 :
Total Pages : 248 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Response of Horizontally Oriented Buried Cylinders to Static and Dynamic Loading by : Albert F. Dorris

Download or read book Response of Horizontally Oriented Buried Cylinders to Static and Dynamic Loading written by Albert F. Dorris and published by . This book was released on 1965 with total page 248 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Response of Horizontally Oriented Buried Cylinders to Static and Dynamic Loading

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Total Pages : 0 pages
Book Rating : 4.:/5 (113 download)

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Book Synopsis Response of Horizontally Oriented Buried Cylinders to Static and Dynamic Loading by : Albert F. Dorris

Download or read book Response of Horizontally Oriented Buried Cylinders to Static and Dynamic Loading written by Albert F. Dorris and published by . This book was released on 1965 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Behavior of Flexible Cylinders Buried in Sand Under Static and Dynamic Loading

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ISBN 13 :
Total Pages : 216 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Behavior of Flexible Cylinders Buried in Sand Under Static and Dynamic Loading by : Gayle E. Albritton

Download or read book Behavior of Flexible Cylinders Buried in Sand Under Static and Dynamic Loading written by Gayle E. Albritton and published by . This book was released on 1968 with total page 216 pages. Available in PDF, EPUB and Kindle. Book excerpt: The general objective of the investigation was to study experimentally the behavior to failure of flexible, horizontally oriented cylinders buried at various depths in dense, dry sand and subjected to either static or dynamic surface overpressures. Static and dynamic tests were conducted on 33 different cylinders, fabricated of high-yield-strength aluminum. Results indicated that collapse of the cylinders occurred while the strains in the cylinder walls were still in the elastic range. The cylinders buried at the shallow depths (zero to one-half cylinder diameter above the crown) collapsed by a catastrophic snap-through or caving of the crown. For the cylinders buried at depths of three-quarters to two cylinder diameters above the crown, the mode of collapse was an instantaneous elastic buckle that occurred at the spring line or invert of the cylinder. The collapse mode of the cylinders under dynamic overpressure was similar to that of the cylinders collapsing under static overpressure. The results of the investigation verified the applicability of an equation for predicting the static collapse overpressure for smooth-walled, horizontally oriented, buried cylindrical structures and entranceways. The hoop-compression theory was found to be applicable for analyzing the structural design to determine if the cylinder would collapse in the elastic range. (Author).

The Elastic Response of Buried Cylinders

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ISBN 13 :
Total Pages : 116 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis The Elastic Response of Buried Cylinders by : Gayle E. Albritton

Download or read book The Elastic Response of Buried Cylinders written by Gayle E. Albritton and published by . This book was released on 1966 with total page 116 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Elastic Response of Shock-isolated Cylinders Buried in a Dense, Dry Sand

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ISBN 13 :
Total Pages : 144 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Elastic Response of Shock-isolated Cylinders Buried in a Dense, Dry Sand by : David C. Foster

Download or read book Elastic Response of Shock-isolated Cylinders Buried in a Dense, Dry Sand written by David C. Foster and published by . This book was released on 1969 with total page 144 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of the study was to investigate the elastic response of a stiff, horizontally oriented, steel cylinder backpacked with a low-strength cellular concrete and buried in a dense, dry sand, whose surface was subjected to static and dynamic overpressures. Four series of tests were conducted on the cylinder (one static and one dynamic series without backpacking, and two dynamic series with backpacking). The cylinder had an outside diameter of 6 inches, a 0.120-inch wall thickness, and a stiffness of 164 psi. Static and dynamic surface overpressures ranged from 0 to 250 psi and from 100 to 250 psi, respectively. In the tests with backpacking, a layer of cellular concrete with a thickness of either 1-3/8 or 2-7/8 inches encompassed the cylinder. The cylinder was buried at a depth of 15 inches, which was held constant for all tests. Measurements were made of the strains and accelerations experienced by the cylinder, test chamber bonnet pressure, surface overpressure, and free-field pressure and acceleration. Backpacking reduced the peak strains experienced by the cylinder, and a redistribution of the strains in the cylinder occurred. For all tests utilizing backpacking, the accelerations of the cylinder were reduced to approximately 10 to 50 percent of those measured in corresponding tests without backpacking. (Author).

The Elastic Response of Buried Cylinders in Sand

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ISBN 13 :
Total Pages : 44 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis The Elastic Response of Buried Cylinders in Sand by : Robert Evans Walker

Download or read book The Elastic Response of Buried Cylinders in Sand written by Robert Evans Walker and published by . This book was released on 1966 with total page 44 pages. Available in PDF, EPUB and Kindle. Book excerpt: The results of the study indicate that there are certain regimes where the elastic theory could be used to determine the dynamic magnification factors. Further, elastic theory does not appear to be applicable over the entire pressure domain nor does it appear to predict the location of the maximum strain. A majority of the observed phenomena may be explained by the fact that the static transmissibility of the soil increases in higher pressure regions and by the fact that the dynamic transmissibility is higher than the static for the low pressure regions. Both the static and dynamic transmissibilities seem to converge in the higher pressure regions. (Author).

Behavior of Stiff Cylinders Buried in Sand Under Static Loading

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ISBN 13 :
Total Pages : 114 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Behavior of Stiff Cylinders Buried in Sand Under Static Loading by : Charles D. Norman

Download or read book Behavior of Stiff Cylinders Buried in Sand Under Static Loading written by Charles D. Norman and published by . This book was released on 1973 with total page 114 pages. Available in PDF, EPUB and Kindle. Book excerpt:

List of Publications of the U.S. Army Engineer Waterways Experiment Station

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ISBN 13 :
Total Pages : 430 pages
Book Rating : 4.:/5 (319 download)

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Book Synopsis List of Publications of the U.S. Army Engineer Waterways Experiment Station by : U.S. Army Engineer Waterways Experiment Station

Download or read book List of Publications of the U.S. Army Engineer Waterways Experiment Station written by U.S. Army Engineer Waterways Experiment Station and published by . This book was released on 1976 with total page 430 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Static and Dynamic Tests of Buried Unreinforced Concrete Arches

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ISBN 13 :
Total Pages : 42 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis Static and Dynamic Tests of Buried Unreinforced Concrete Arches by : William J. Flathau

Download or read book Static and Dynamic Tests of Buried Unreinforced Concrete Arches written by William J. Flathau and published by . This book was released on 1966 with total page 42 pages. Available in PDF, EPUB and Kindle. Book excerpt: The primary objective of the study was to determine the response, to collapse, of buried semicircular, unreinforced concrete fixed-end arches of varying stiffnesses when subjected to both static and dynamic loads.

Bibliography on Soil Dynamics

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ISBN 13 :
Total Pages : 60 pages
Book Rating : 4.E/5 ( download)

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Book Synopsis Bibliography on Soil Dynamics by : Rudolf Karl Bernhard

Download or read book Bibliography on Soil Dynamics written by Rudolf Karl Bernhard and published by . This book was released on 1969 with total page 60 pages. Available in PDF, EPUB and Kindle. Book excerpt: 532 BOOKS, PAPERS, BIBLIOGRAPHIES AND SYMPOSIUM PROCEEDINGS CONCERNING SOIL DYNAMICS ARE LISTED, EACH WITH AN ACCOMPANYING ANNOTATION DESCRIBING ITS CONTENTS. The items listed were published from 1961 to 1965. (Author).

Publications Available for Purchase. U.s. Army Engineer Waterways Experiment Station and Other Corps of Engineers Agencies

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ISBN 13 :
Total Pages : 62 pages
Book Rating : 4.:/5 (319 download)

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Book Synopsis Publications Available for Purchase. U.s. Army Engineer Waterways Experiment Station and Other Corps of Engineers Agencies by :

Download or read book Publications Available for Purchase. U.s. Army Engineer Waterways Experiment Station and Other Corps of Engineers Agencies written by and published by . This book was released on 1969 with total page 62 pages. Available in PDF, EPUB and Kindle. Book excerpt: Contents: Reports from U.S. Army Engineer Waterways Experiment Station and St. Paul District Hydraulic Laboratory; Reports published and distributed by Waterways Experiment Station for other Corps of Engineers agencies; Engineer manuals.

Static and Dynamic Laboratory Tests of Unreinforced Concrete Fixed-end Arches Buried in Dry Sand

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ISBN 13 :
Total Pages : 242 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Static and Dynamic Laboratory Tests of Unreinforced Concrete Fixed-end Arches Buried in Dry Sand by : George D. Meyer

Download or read book Static and Dynamic Laboratory Tests of Unreinforced Concrete Fixed-end Arches Buried in Dry Sand written by George D. Meyer and published by . This book was released on 1967 with total page 242 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Tentative Placement Technique for Cylinders Buried in Clay Specimens

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ISBN 13 :
Total Pages : 54 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis Tentative Placement Technique for Cylinders Buried in Clay Specimens by : Edward Belk Perry

Download or read book Tentative Placement Technique for Cylinders Buried in Clay Specimens written by Edward Belk Perry and published by . This book was released on 1965 with total page 54 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report describes the development of a tentative placement technique for cylinders buried in clay specimens. The technique was developed as a support study for tests on small aluminum cylinders buried in compacted, partially saturated buckshot-clay specimens in the Small Blast Load Generator.

Sidewall Friction Reduction in Static and Dynamic Small Blast Load Generator Tests

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ISBN 13 :
Total Pages : 284 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Sidewall Friction Reduction in Static and Dynamic Small Blast Load Generator Tests by : Paul F. Hadala

Download or read book Sidewall Friction Reduction in Static and Dynamic Small Blast Load Generator Tests written by Paul F. Hadala and published by . This book was released on 1968 with total page 284 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Alternatives in Energy Conservation

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ISBN 13 :
Total Pages : 384 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Alternatives in Energy Conservation by :

Download or read book Alternatives in Energy Conservation written by and published by . This book was released on 1976 with total page 384 pages. Available in PDF, EPUB and Kindle. Book excerpt:

The Response of Buried Cylinders to Dynamic Loading

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ISBN 13 :
Total Pages : 168 pages
Book Rating : 4.:/5 (227 download)

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Book Synopsis The Response of Buried Cylinders to Dynamic Loading by : Edward H Bultmann (Jr)

Download or read book The Response of Buried Cylinders to Dynamic Loading written by Edward H Bultmann (Jr) and published by . This book was released on 1968 with total page 168 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report summarizes the results of an experimental investigation of the response of horizontally oriented buried flexible cylinders to dynamic loads. The objective of this study was to investigate the effect of variations in peak over pressure, depth of cover, and cylinder stiffness on cylinder response. All cylinders had a mean radius of 4 inches and a length of 16 inches. Cylinders of two different wall thicknesses were tested at depths of cover ranging from 0 to 8 inches and peak overpressures from 98 to 525 psi. These experiments showed that the surrounding soil does greatly increase the dynamic buckling strength of a thin-walled cylinder. It was also shown that a small change in the depth of cover could have a significant effect on buckling strength. Peak strains sometimes exceeded yield strength values, but they did not cause failure of the cylinder. Peak overpressure and depth of cover not only affected the magnitude of response to applied loads but also affected the location of the point of maximum strain. Peak strains and deflections at the crown and invert were more sensitive to changes in peak overpressure and depth of cover than were the strains and deflections at the springlines. (Author).

List of Publications of the U.S. Army Engineer Waterways Experiment Station

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ISBN 13 :
Total Pages : 322 pages
Book Rating : 4.:/5 (319 download)

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Book Synopsis List of Publications of the U.S. Army Engineer Waterways Experiment Station by : Waterways Experiment Station (U.S.)

Download or read book List of Publications of the U.S. Army Engineer Waterways Experiment Station written by Waterways Experiment Station (U.S.) and published by . This book was released on 1973 with total page 322 pages. Available in PDF, EPUB and Kindle. Book excerpt: