DEVELOPMENT OF ON-STRUCTURE STRESS GAGES.

The report describes the development of three types of on-structure stress (OSS) gages (the IF and FS soil-pressure gages and the M-1 airblast gage) based upon the load column principle. The OSS gage design is based upon the assumption (backed by theory and experiment) that if the gage is made much...

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Bibliographic Details
Main Authors: Faust,R. W., Ingram,J. K.
Other Authors: ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS
Format: Text
Language:English
Published: 1967
Subjects:
Snow
Ice and Permafrost
Test Facilities
Equipment and Methods
*SOIL MECHANICS
*STRESSES
PRESSURE GAGES
SOILS
AIRBURST
CAPTIVE TESTS
SHOCK TUBES
STRAIN(MECHANICS)
DEFLECTION
MEASUREMENT
STRUCTURES
LABORATORIES
MODEL TESTS
SENSITIVITY
CALIBRATION
STRESSES
UNDERGROUND STRUCTURES
STRUCTURAL PROPERTIES
BLAST
Psi
Ice
permafrost
Online Access:http://www.dtic.mil/docs/citations/AD0664127
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0664127
Description
Summary:The report describes the development of three types of on-structure stress (OSS) gages (the IF and FS soil-pressure gages and the M-1 airblast gage) based upon the load column principle. The OSS gage design is based upon the assumption (backed by theory and experiment) that if the gage is made much stiffer than the soil, the over-registration of the gage approaches a constant value. A brief discussion of some of the unique problems of measurement of soil pressures is presented. Six OSS gages (four IF, one FS, and one M-1) were statically tested and evaluated with respect to linearity, hysteresis, resolution, thermal sensitivity, and strain sensitivity. Dynamic tests were performed in a laboratory shock tube and blast load simulator facilities. The OSS gages are concluded to be adequate for soil-pressure measurements on certain types of rigid structures and for airblast measurements, even in explosive atmospheres. They successfully measured dynamic gas pressure up to 5,000 psi in the firing tubes of the laboratory blast simulator device. Additional research is recommended to evaluate the gage performance more completely in static and dynamic soil tests. A range of soil types from coarse dry sand to moist fat clays should be investigated. Future research on gages for measuring soil pressures on structures should be concentrated on development of small gages for use with models and thin-walled structures. (Author)

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