Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/11243
Title: | Design and development of a miniature column-based interface (MCBI) stress gage |
Authors: | United States. Defense Nuclear Agency. Rickman, Denis D. |
Keywords: | Interface stress Lateral sensitivity Unground construction Soil-structure interaction Stress waves Explosion effects Blast effects Measurement Testing Equipment Instruments Stress gage |
Publisher: | Structures Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Technical report (U.S. Army Engineer Waterways Experiment Station) ; SL-93-3. |
Description: | Technical Report Abstract: Tests are routinely conducted to evaluate the survivability, under simulated battlefield conditions, of buried military structures subjected to high-explosive loadings. The survivability assessments require the measurement of dynamic normal stresses induced at soil/structure interfaces. Stresses in excess of 10,000 psi and accelerations greater than 100,000 g's may be applied at interface locations. Normal-incidence interface stress gages currently used in such tests are incapable of accurately measuring stresses above 5,000 psi, and are sensitive to lateral accelerations and structure-transmitted stresses which distort the measurement. This study explores the design, development, and testing of a miniature, column-based, interface (MCBI) stress gage. The MCBI gage is designed to measure normal stresses up to 35,000 psi. Laboratory tests indicate that the gage produces a linear output due to applied pressure and is virtually insensitive to lateral stresses. Explosive tests have shown the MCBI gage compares favorably to commonly-used interface stress gages at stresses up to 3,000 psi, and is survivable at stresses up to 25,000 psi. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/11243 |
Appears in Collections: | Technical Report |
Files in This Item:
File | Description | Size | Format | |
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TR-SL-93-3.pdf | 17.93 MB | Adobe PDF | ![]() View/Open |