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STRESS FIELD AT A TIP OF A PREFABRICATED SPIRAL V-NOTCH

STRESS FIELD AT A TIP OF A PREFABRICATED SPIRAL V-NOTCH
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摘要 Based on the tranditional V-notched blasting, a technique of spirally V-notched blasting to loosen earth and rock was presented. Fracture mechanics and Westergaard stress function were adopted to build a complex stress function to derive the plane stress and strain fields at one tip of the crack under a quasi-static pressure. An expression was formulated to define the stress intensity factor of spiral V-notch loosen blasting. Factors that have effects on the stress intensity factor were studied. It is demonstrated that spiral V-notch loosen blasting is an extension of vertical V-notch blasting, straight cracking, and alike theories. Based on the tranditional V-notched blasting, a technique of spirally V-notched blasting to loosen earth and rock was presented. Fracture mechanics and Westergaard stress function were adopted to build a complex stress function to derive the plane stress and strain fields at one tip of the crack under a quasi-static pressure. An expression was formulated to define the stress intensity factor of spiral V-notch loosen blasting. Factors that have effects on the stress intensity factor were studied. It is demonstrated that spiral V-notch loosen blasting is an extension of vertical V-notch blasting, straight cracking, and alike theories.
出处 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2004年第6期612-617,共6页 应用数学和力学(英文版)
基金 the Science Foundation of Chongqing Committee of Science and Technology
关键词 PREFABRICATION spiral notch stress field stress intensity factor quasi-static pressure prefabrication spiral notch stress field stress intensity factor quasi-static pressure
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