The major reason of the failure of jointed rock-mass is the formation of the plastic zone near the crack tip ofⅠ-Ⅱmixed crack which leads to the growth,propagation of the branched crack under load condition.In the p...The major reason of the failure of jointed rock-mass is the formation of the plastic zone near the crack tip ofⅠ-Ⅱmixed crack which leads to the growth,propagation of the branched crack under load condition.In the paper,the failure judgment of mini-plastic zone's displacement is derived by the Mises yielding rule.The anchor cable is simulated by the different link elements and inflicting pre-strains according to the difference of mechanism of the consolidated segment and free segment.The stress and strain fields near crack tip of twain collinear cracks of different angles and consolidated conditions are simulated by iso-parametric element with eight nodes.The iso-parametric element with eight nodes is degenerated to singular element at crick tip to simulate crack.It is shown that the mini plastic zone's displacement near the crack tip begins to increase,then decreases with the increase of the angle of the crack.The better consolidated condition is,the smaller the angle of crack tip is when the mini plastic zone's displacement near the crack tip arrives at the biggest value.The mini plastic zone's displacement near the crack Tip 2 is bigger than that near the crack Tip 3.The crack is easier to failure with the increase of load.展开更多
为了改善预应力闸墩受力状态,同时在节约成本的基础上,保证其结构的安全运行,从锚块与闸墩接触方式、锚索吨位和次锚索位置三个方面进行优化研究,对预应力闸墩进行优化分析,进而改善闸墩颈部、锚块和锚固洞的应力状态。结果表明:锚块底...为了改善预应力闸墩受力状态,同时在节约成本的基础上,保证其结构的安全运行,从锚块与闸墩接触方式、锚索吨位和次锚索位置三个方面进行优化研究,对预应力闸墩进行优化分析,进而改善闸墩颈部、锚块和锚固洞的应力状态。结果表明:锚块底部与闸墩采用分离式接触方式,可以大大降低锚块下游面与闸墩交界处的拉应力。预应力锚索的拉锚系数的增大有利于减小闸墩颈部的拉应力,但同时锚块和锚固洞周围的拉应力会有所增大。次锚索靠近锚块下游面,可以更好地抵消主锚索对锚块产生的局部拉应力,但对闸墩颈部和锚固洞的影响很小。此算例推荐锚块底部与闸墩采用分离式接触方式;拉锚系数采用1.95,即主锚索永存吨位为3 200 k N,次锚索永存吨位为1 900 k N;水平次锚索尽量靠近锚块下游面布置。展开更多
基金the National Natural Science Foundation of China(Nos.51009015 and 51274051)
文摘The major reason of the failure of jointed rock-mass is the formation of the plastic zone near the crack tip ofⅠ-Ⅱmixed crack which leads to the growth,propagation of the branched crack under load condition.In the paper,the failure judgment of mini-plastic zone's displacement is derived by the Mises yielding rule.The anchor cable is simulated by the different link elements and inflicting pre-strains according to the difference of mechanism of the consolidated segment and free segment.The stress and strain fields near crack tip of twain collinear cracks of different angles and consolidated conditions are simulated by iso-parametric element with eight nodes.The iso-parametric element with eight nodes is degenerated to singular element at crick tip to simulate crack.It is shown that the mini plastic zone's displacement near the crack tip begins to increase,then decreases with the increase of the angle of the crack.The better consolidated condition is,the smaller the angle of crack tip is when the mini plastic zone's displacement near the crack tip arrives at the biggest value.The mini plastic zone's displacement near the crack Tip 2 is bigger than that near the crack Tip 3.The crack is easier to failure with the increase of load.
文摘为了改善预应力闸墩受力状态,同时在节约成本的基础上,保证其结构的安全运行,从锚块与闸墩接触方式、锚索吨位和次锚索位置三个方面进行优化研究,对预应力闸墩进行优化分析,进而改善闸墩颈部、锚块和锚固洞的应力状态。结果表明:锚块底部与闸墩采用分离式接触方式,可以大大降低锚块下游面与闸墩交界处的拉应力。预应力锚索的拉锚系数的增大有利于减小闸墩颈部的拉应力,但同时锚块和锚固洞周围的拉应力会有所增大。次锚索靠近锚块下游面,可以更好地抵消主锚索对锚块产生的局部拉应力,但对闸墩颈部和锚固洞的影响很小。此算例推荐锚块底部与闸墩采用分离式接触方式;拉锚系数采用1.95,即主锚索永存吨位为3 200 k N,次锚索永存吨位为1 900 k N;水平次锚索尽量靠近锚块下游面布置。