提出并研究了一种带有环形出光孔的倒置表面浮雕结构垂直腔面发射激光器.该器件最突出的结构特点在于,支持稳定的单高阶横向模式激射.在输入电流为六倍阈值电流时,输出功率高达9.8 m W,边模抑制比将近30 d B.在外界为360 K高温时,输出...提出并研究了一种带有环形出光孔的倒置表面浮雕结构垂直腔面发射激光器.该器件最突出的结构特点在于,支持稳定的单高阶横向模式激射.在输入电流为六倍阈值电流时,输出功率高达9.8 m W,边模抑制比将近30 d B.在外界为360 K高温时,输出功率仍可达4 m W.且其远场表现出的高斯光束发散角较小.展开更多
The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with t...The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with the use of finite element method. The influences of the borehole diameter(d), the initial stresses and the ratio of the initial principle stresses on the variations of the remained stress and the released stress in function of the relief depth(h) were discussed. The relation between the non-dimensional ratio of the released principle strains and that of the initial principle stresses, and the effect of the elastic modulus and the Poisson ratio of the rock mass on the stress relief curves were studied. The results show that the stress relief behavior formulated with the non-dimensional ratio of the released stress and the ratio of h/d is only sensitive to the ratio of the initial principle stresses and the Poisson ratio. The stresses are completely released when h equals 1.6d, and the tensile stresses take place on the bore core surface in the relief measurement process. Finally, a non-complete relief method of annular hole-drilling for measuring surface stress in surrounding rocks is proposed and the procedure is presented.展开更多
基金Supported by National Natural Science Foundation of China(11474038/61376045/11474036)the Equipment Pre-research Foundation of China(61424050302162405002)the"111"Project of China(D17017)
文摘提出并研究了一种带有环形出光孔的倒置表面浮雕结构垂直腔面发射激光器.该器件最突出的结构特点在于,支持稳定的单高阶横向模式激射.在输入电流为六倍阈值电流时,输出功率高达9.8 m W,边模抑制比将近30 d B.在外界为360 K高温时,输出功率仍可达4 m W.且其远场表现出的高斯光束发散角较小.
基金Projects(2013BAB02B01,2013BAB02B03)supported by the National Key Technology R&D Program of ChinaProject(N120801002)supported by the Fundamental Research Funds for the Central Universities of ChinaProject(N20130042110010)supported by the Specialized Research Fund for the Doctoral Program of Higher Education,China
文摘The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with the use of finite element method. The influences of the borehole diameter(d), the initial stresses and the ratio of the initial principle stresses on the variations of the remained stress and the released stress in function of the relief depth(h) were discussed. The relation between the non-dimensional ratio of the released principle strains and that of the initial principle stresses, and the effect of the elastic modulus and the Poisson ratio of the rock mass on the stress relief curves were studied. The results show that the stress relief behavior formulated with the non-dimensional ratio of the released stress and the ratio of h/d is only sensitive to the ratio of the initial principle stresses and the Poisson ratio. The stresses are completely released when h equals 1.6d, and the tensile stresses take place on the bore core surface in the relief measurement process. Finally, a non-complete relief method of annular hole-drilling for measuring surface stress in surrounding rocks is proposed and the procedure is presented.
