Mechanism analysis on pillar instability induced by micro-disturbance under critical condition

Springer Science and Business Media LLC - Tập 12 - Trang 346-348 - 2005
Jiang-teng Li1, Ping Cao1
1School of Resources and Safety Engineering, Central South University, Changsha, China

Tóm tắt

A simplified mechanical model of ultra-high pillar was established and its potential energy expression was derived under axial load on the basis of energy theory. Under critical conditions according to the nonlinear theory, the critical behaviors and the forming mechanism of pillar instability were discussed by external disturbance, such as stresses waves by blasting, axial force eccentricity ratherish and imperfections in pillar. The results show that the micro-disturbances attenuate with time and they are independence each other when pillar is in the stability state. Their effects on the stability of system are inessential. The correlation degree of disturbances increases sharply and various micro-disturbances are relative and nested reciprocally when the system is in critical state and they also cooperate with each other, which induces system to reach a new state.

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Springer Science and Business Media LLC

Tập 12

346-348

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