Description Proof Test And Evaluation Of Blast Load Generator Facility
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Description Proof Test And Evaluation Of Blast Load Generator Facility
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Author : Gayle E. Albritton
language : en
Publisher:
Release Date : 1965
Description Proof Test And Evaluation Of Blast Load Generator Facility written by Gayle E. Albritton and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1965 with Blast effect categories.
Small Blast Load Generator Tests Using M 9 Propellant
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Author : James R. Hossley
language : en
Publisher:
Release Date : 1967
Small Blast Load Generator Tests Using M 9 Propellant written by James R. Hossley and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1967 with Blast effect categories.
Design And Testing Of A Blast Resistant Reinforced Concrete Slab System
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Author : Marvin E. Criswell
language : en
Publisher:
Release Date : 1972
Design And Testing Of A Blast Resistant Reinforced Concrete Slab System written by Marvin E. Criswell and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1972 with Blast effect categories.
The objectives of the investigation were to design and model test a blast-resistant reinforced concrete slab system serving as the roof of a basement shelter area. The slab system was designed to offer sufficient radiation and blast protection to insure a survival probability for its occupants of 85 to 95 percent for a fa 15-psi airblast overpressure loading. Static and dynamic tests were conducted on two 1/4-scale models of a prototype shelter. The prototype shelter, as designed, has a reinforced concrete flat slab roof consisting of three 18-foot spans in each direction supported by four interior columns and by a continuous wall around the perimeter. The model included the perimeter walls and different panel configurations which would influence the load-carrying capacity of the prototype structure. The slab system was designed using the empirical method of the 1963 American Concrete Institute Code with modifications to account for the dynamic loading effects. (Author).
Blast Load Generator Facilities And Investigations Of Dynamically Loaded Concrete Slabs
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Author : Walter J. Flathau
language : en
Publisher:
Release Date : 1967
Blast Load Generator Facilities And Investigations Of Dynamically Loaded Concrete Slabs written by Walter J. Flathau and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1967 with Concrete slabs categories.
Similitude Study Of Flexible Buried Arches Subjected To Blast Loads
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Author : Jimmy P. Balsara
language : en
Publisher:
Release Date : 1968
Similitude Study Of Flexible Buried Arches Subjected To Blast Loads written by Jimmy P. Balsara and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1968 with Aluminum categories.
The objective of the study was to investigate and verify model-to-prototype scaling relations for blast loaded buried arches that respond both elastically and inelastically. Four geometrically similar, semicircular aluminum alloy arches with 4-, 8-, 12-, and 36-inch diameters were buried in dense dry sand and subjected to air-blast-induced loads on the surface. The tests were conducted at the Large Blast Load Generator located at the U.S. Army Engineer Waterways Experiment Station. The results of two series of tests, each consisting of 3 repeated shots, ranging from 70 to 300 psi, are presented. Within the range of parameters investigated, the scaling of the dependent variables were adequately verified. These variables included acceleration, velocity, displacement, thrust, and bending moment. (Author).
Model Study Of Dynamically Loaded Arch Structures
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Author : Don R. Denton
language : en
Publisher:
Release Date : 1966
Model Study Of Dynamically Loaded Arch Structures written by Don R. Denton and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1966 with Building, Bombproof categories.
As a part of this program, a series of laboratory model and prototype structures was tested dynamically in the Blast Load Generator facility located at WES to evaluate the use of scale-model tests in predicting the elastic response of a laboratory-size prototype structure to dynamic loads. Presented in this paper are the results of tests of three metal arch structures having diameters of 8, 16, and 24 in., respectively, placed at various depths of burial in dry sand and subjected to ground surface overpressures ranging from 57 to 196 psi.
Designing Facilities To Resist Nuclear Weapons Effects Hardness Verification
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Author :
language : en
Publisher:
Release Date : 1984
Designing Facilities To Resist Nuclear Weapons Effects Hardness Verification written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1984 with Blast effect categories.
List Of Publications Of The U S Army Engineers Waterway Experiment Station
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Author : United States. Army. Corps of Engineers
language : en
Publisher:
Release Date : 1976
List Of Publications Of The U S Army Engineers Waterway Experiment Station written by United States. Army. Corps of Engineers and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1976 with categories.
The Dynamic Response Of Buried Concrete Arches
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Author : N. Palacios
language : en
Publisher:
Release Date : 1967
The Dynamic Response Of Buried Concrete Arches written by N. Palacios and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1967 with Blast effect categories.
Dynamic Test Of A Model Flexible Arch Type Protective Shelter
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Author : Thomas E. Kennedy
language : en
Publisher:
Release Date : 1967
Dynamic Test Of A Model Flexible Arch Type Protective Shelter written by Thomas E. Kennedy and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1967 with Blast effect categories.
The general objective of the pilot test reported herein was to determine the response of a small-scale, buried, flexible-arch troop shelter to a simulated nuclear blast overpressure. To accomplish this, a model structure was constructed using a scaling ratio of 1 to 4.5. The model structure was buried in dense, dry sand with depth of cover equal to one-quarter the diameter of the arch. The test was conducted in the Waterways Experiment Station Large Blast Load Generator at an overpressure of about 85 psi. Strain, acceleration, and deflection were measured at various points on the structure along with pressure in the free field and overpressure at the soil surface. The only serious damage observed was a shear failure of the bolt connections between the bulkhead columns and the end trusses. The results of this study will be used to plan further tests of the structure.