G0100-2-3 Analytical Solution for Anisotropic Medium Using Stress Release Method

2010 ◽  
Vol 2010.1 (0) ◽  
pp. 15-16
Author(s):  
Takeshi TANE ◽  
Takeshi UCHIDA ◽  
Kiyokazu KIMURA ◽  
Hiroki HAMANO
Author(s):  
Юрий Владимирович Немировский ◽  
Александр Александрович Тырымов

Предложена структурная модель анизотропной среды для расчета напряженнодеформированного состояния в нетронутых массивах горных пород, которая учитывает ряд горнотехнических и горно-геологических факторов. Результаты аналитического решения позволили объяснить известные из практики натурных наблюдений факты (возможность превосходства горизонтальных напряжений над вертикальными, кусочно-линейный характер напряжений и т.д.), которые находились в противоречии с широко распространенными гипотезами о распределении напряжений в породных массивах. A structural model of an anisotropic medium is proposed for calculating the stressstrain state in intact rock massifs, which takes into account a number of mining and geological factors. The results of the analytical solution allowed us to explain the facts known from the practice of field observations (the possibility of the superiority of horizontal stresses over vertical ones, the piecewise linear nature of stresses, etc.), which were in contradiction with the widespread hypotheses about the distribution of stresses in rock massifs.


2003 ◽  
Vol 8 ◽  
pp. 233-242
Author(s):  
Takeshi TANE ◽  
Masashi KUROSE ◽  
Kiyokazu KIMURA ◽  
Hitoshi TAGUCHI

2004 ◽  
Vol 9 ◽  
pp. 209-217
Author(s):  
Ryuji ABE ◽  
Hideto TAKEMOTO ◽  
Takuo SUZUKI ◽  
Kiyokazu KIMURA ◽  
Hitoshi TAGUCHI

2015 ◽  
Vol 9 (1) ◽  
pp. 550-556 ◽  
Author(s):  
Zhang Xiao-nan ◽  
Shi San-yuan ◽  
Wang Xiao-lei ◽  
Zhao Hong-yu

This paper first analyzes the tilting reasons of a brick-concrete building in Yunnan province in China. Then, a comprehensive rectification method which combines the stress release method and the excavation of stress release trench was put forward. This method uses the anchor static pile in order to guarantee the safety of the building in the process of rectifying. The practice case showed that the inclination rate of the building returned to 3 % from 14.4 %, which proved the efficiency of the proposed method.


1994 ◽  
Vol 116 (4) ◽  
pp. 384-388 ◽  
Author(s):  
M. Perl ◽  
R. Arone´

A new experimental method for measuring the level of autofrettage in thick-walled cylinders is suggested. The method is based on measuring the hoop-strain while axisymmetrically releasing the residual stress field prevailing in the cylinder’s wall. A parametric study of the proposed experimental procedure conducted by a finite element simulation yields a simple empirical relation, which readily enables determining the actual autofrettage level from the strain measurements. This relation is found to be practically unique for all relevant cases, i.e., cylinders with radii ratios of b/a=1.6÷2.2 and autofrettage percents of φ=50–100 percent. A pilot test conducted on a 105-mm autofrettaged gun barrel, which experimentally validates the proposed procedure, is presented in Part II (Perl and Arone, 1994) of this paper.


Author(s):  
Pengfei Xu ◽  
Zhenyu Wei ◽  
Lu Jia ◽  
Yongmei Zhao ◽  
Guowei Han ◽  
...  

Zero-rate output (ZRO) drift induces deteriorated micro-electromechanical system (MEMS) gy-roscope performances, severely limiting its practical applications. Hence, it is vital to explore an effective method toward ZRO drift reduction. In this work, we conduct an elaborate investigation on the impacts of the internal and packaging stresses on the ZRO drift at the thermal start-up stage, and propose a temperature-induced stress release method to reduce the duration and magnitude of ZRO drift. Self-developed high-Q dual mass tuning fork gyroscopes (TFGs) are adopted to study the correlations between temperature, frequency and ZRO drift. Furthermore, a rigorous finite element simulation model is built based on the actual device and packaging structure, revealing the temperature and stresses distribution inside TFGs. Meanwhile, the relationship between temperature and stresses are deeply explored. Moreover, we introduce a temperature-induced stress release process to generate thermal stresses and reduce the temperature-related device sensitivity. By this way, the ZRO drift duration is drastically reduced from ~2000 s to ~890 s, and the drift magnitude decreases from ~0.4 °/s to ~0.23 °/s. This stress release method achieves a small bias instability (BI) of 7.903 °/h and a low angle random walk (ARW) of 0.792 °/√h, and the long-term bias performance is significantly improved.


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