De-excitation Energy of Superdeformed Secondary Minima of Odd-Odd Au Isotopes and Its Sensitivity to the Density Dependence of Symmetry Energy

The de-excitation energy of superdeformed secondary minima of odd-odd Au isotopes is investigated using the relativistic mean field model with the inclusion of the isoscalar-isovector coupling. It is shown that the de-excitation energies of superdeformed secondary minima relative to the ground states can serve as a significant probe to the density dependence of the symmetry energy.     

汽车保险杠低速碰撞的数值研究

保险杠低速碰撞的研究,对乘员的安全和车身上其它部件的保护具有巨大的意义.针对某一款轿车的保险杠在FMVSS581规范下的4km/h摆锤试验和工程上8km/h摆锤试验进行了数值模拟,分析了保险杠的碰撞特性和吸能情况,及碰撞位置变化的影响.结果表明:在低速碰撞下,此款保险杠呈现出分段刚度特性,具有较好的吸能特性和碰撞特性,下端碰撞中保险杠有明显的扭转变形、刚度减小、刚度分段范围增大,吸能能力减弱.低速碰撞过程中保险杠变形和刚度变化的规律及其吸能特性,为保险杠设计提供了重要的参考价值.     

Deexcitation Energy of Superdeformed Secondary Minima as a Probe to Density Dependence of Symmetry Energy

Deexcitation energies of superdeformed secondary minima of odd-odd A u and T1 isotopes are investigated with the relativistic mean field （RMF） model where the isoscalar-isovector coupling is included to change the symmetry energy. It is verified by the theoretical analysis and numerical results that the deexcitation energies of superdeformed secondary minima relative to the ground states in these heavy nuclei are sensitive to differences in the symmetry energy. In particular, the linear correlation between the deexeitation energies of odd-odd Au and T1 isotopes and the neutron skin thickness in 208Pb is established. Moreover, explorations are extended to superdeformed candidates of other mass regions. It is found that the linear correlation can even be established between the deexcitation energies and the symmetry pressure at subsaturation density. These indicate that deexcitation energies can serve as a probe to the density dependence of the symmetry energy.     

近接基坑施工对既有隧道气囊桩的保护效果研究

为研究高压气囊桩的布设方式对既有隧道的保护效果,以JD08地块基坑施工对宁波轨道交通3号线区间隧道的影响为例,通过建立基坑开挖对隧道影响的二维计算模型,计算分析了气囊桩与隧道距离、气囊桩埋深、气囊桩加载压力对隧道水平和竖向位移以及其整体结构的影响,并与实测结果进行对比.结果表明:计算结果与实测结果较为接近,基坑设计方案满足地铁保护要求;气囊桩加载后,隧道出现挤压回弹,基坑开挖引起的隧道水平位移有所减小;随着气囊桩长度的增加,挤压作用更为明显,隧道水平位移减小,隆起增大,横向收敛增大;气囊桩与隧道间距以3 m为宜,气囊压力以800 kPa为宜.