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作 者:朱毓坤[1] 黄锦华[1] 王晓宇[1] 冯开明[1]
出 处:《核聚变与等离子体物理》2004年第4期297-303,共7页Nuclear Fusion and Plasma Physics
基 金:国家自然科学基金资助项目(19885001)
摘 要:通过Pro MECHANICA编码计算,对在静态氦压与稳态温度场的组合作用下的氦冷屏基元管道模型进行了结构力学分析与优化。强度校核采用材料力学第4强度理论———八面体剪应力强度理论。氦冷屏基元管道的截面从矩形薄壁截面(12mm×9mm×1mm)优化为外方内圆薄壁截面(9mm×9mm× 7mm或 6mm)后,可使基元管道在静态氦压下的最大计算应力σpm和最大位移Dpm均得到数量级的下降,从而使在静态氦压与稳态温度场组合作用下的最大计算应力σcm降低到小于HT 9许用应力[σT]。编码分析表明:氦冷屏基元管道的静态氦压计算应力σp为二向拉伸状态,而稳态温度场计算应力σt为二向压缩状态,它们的叠加组合具有一些相互抵消的效果。这导致外方内圆截面(9mm×9mm× 7mm)的基元管道模型较(9mm×9mm× 6mm)的具有更小的最大组合计算应力σcm。对于BFEB包层拟冷屏的拱形基元模型SC24-7和回弯形基元模型SC44-7,其最大组合计算应力σcm分别为95.6和134MPa,即HT 9[σT]的55%和77%;最大组合位移则分别为2.76mm和2 34mm。所以,氦冷屏基元管道的截面形状和尺寸优化后,其稳态结构力学强度具有一定的安全裕度。The mechanics analysis and optimization for the basic element channel model of helium cooling panels under helium pressure and temperature field have been carried out with the Pro/MECHANICA code.The strength check was carried out with the 4th strength theory-octahedral shear stress strength theory.The cross section of the basic element channel model of helium cooling panel was optimized from the rectangular with thin thickness one (12mm×9mm×1mm) to square outer with circular inner one (9mm×9mm×7mm or 6mm).As a result,the maximum static Von Mises stress σ_(pm) and the maximum strain displacement D_(pm) of the basic element channel model both decreased in orders of magnitude.Therefore,it led that the maximum Von Mises stress σ_(cm) under the combine action of static helium pressure and steady temperature field decreased to be smaller than ,the allowable stress of HT-9 steel.Since the σ_(pm) was in two-dimensional tensile state,and the σ_(tm) was in two-dimensional compression state,the addition of them resulted in counteraction to some extent.Thus the basic element channel models with cross section of (9mm×9mm×7mm) possessed a smaller σ_(cm) than that with (9mm×9mm×6mm) one.The σ_(cm) of the basic element channel models SC24_-7 (arched type) and SC44_-7 (meander loop type) of helium cooling panels were calculated to be 95.2 and 134MPa,respectively,being 55% and 77% of HT-9 allowable stress .
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