基于GEANT4的CsI(Tl)闪烁体探测器的Monte Carlo模拟

对闪烁光在晶体内的传输以及光电子倍增过程进行了建模,基于GEANT4软件包对CsI(T1)闪烁体探测器进行了蒙特卡罗模拟, 得到了不同形状、尺寸和包装的CsI(Tl)晶体测量γ射线的能谱。对比模拟和测试结果,两者得到了很好的符合,从而验证了模拟参数的合理性和可靠性。该模拟程序的建立为闪烁体探测器的设计提供了更精确的开发工具。 With the modeling of the light transportation in crystal and electron multiplication in the PMT, a Monte Carlo simulation of CsI(Tl) scintillator detector has been implemented with Geant4 toolkit. The energy spectra simulated with different crystal shape, size and wrappings are obtained. And the reliability of the simulation parameters is confirmed by comparing with the measurements. The simulation code can be used as an reliable tool for the design of scintillator detectors.     

一种基于SiPM的新型起始时间探测器研制

本文介绍了一种新型起始时间探测器的研制。该探测器的灵敏面积为60 mm×60 mm,利用120根直径为1 mm的塑料闪烁光纤分成两层错位紧致排布,且上下相邻的3根光纤作为一个探测单元,每个探测单元均采用硅光电倍增管从双端读出信号。采用90Sr放射源对单根光纤进行了性能测试,结果表明,闪烁光沿着光纤方向的有效传播速度约为17 cm/ns,对应的时间分辨优于600 ps。此外,利用中国科学院近代物理研究所第二条放射性束流线（RIBLL2）提供的240 MeV/u的15N次级束研究了该探测器的性能。束流测试结果表明:该探测器的时间分辨为（150±15）ps,纵向位置分辨为（1.8±0.2）cm,并且结合该探测器以及RIBLL2束流线外靶实验终端上的其他探测器,可以对实验中产生的5 ≤ Z ≤ 8的各种同位素进行非常好的粒子鉴别。     

Studies of timing properties for a TOF counter at an external target facility

Timing and amplitude properties of a prototype scintillator TOF counter at an external target facility are studied with a cosmic rays test. The dependence of signal pulse height and time resolution on the coordinate along the scintillator TOF counter is investigated with two different discriminators. A time resolution of 165 ps can be achieved at the center of the counter with a constant fraction discriminator. Time resolution better than 150 ps is obtained at the center with a leading edge discriminator after time wall（ correction is applied for off-line analysis.     

Characteristics of the sampling paddle modules of neutron wall from the cosmic ray test

In the construction of a large area neutron detector （neutron wall） that is used to detect neutrons at GeV energies, the performances of all the sampling paddle modules prepared for the neutron wall are investigated with a specially designed test bench. Tested by cosmic rays, an average intrinsic time resolution of 222.5 ps is achieved at the center of the modules. The light attenuation length and the effective speed of the light in the module are also investigated.     

钢材在不同应变率下力学性能的试验研究

通过INSTRON拉伸试验机和HTM5020型高速拉伸试验机开展Q235钢材的准静态和高速拉伸试验,研究钢材的动态力学性能.结果表明:Q235钢材为应变率敏感型材料,随着应变率的提高,钢材的屈服强度和极限强度明显提高,钢材的应变硬化特征发生显著变化,其名义屈服强度和名义抗拉强度的动力放大系数与应变率之间满足CowperSymonds模型.基于钢材颈缩前的真实应力应变关系,提出了修正的Johnson-Cook模型,该模型可更合理地描述Q235钢应变率效应与应变硬化效应耦合现象.     

水平分布柱间支撑对多高层钢框架抗连续倒塌性能的影响

通过LS-DYNA动力非线性分析,研究了水平支撑对多高层钢框架结构抗连续倒塌性能的影响.以一幢10层钢框架结构为原型,分别对纯框架和二层布置水平支撑2种结构方案进行了分析.采用备用荷载路径法,即在结构稳定状态下突然移除底层1根或相邻2根承重柱,分析结构在移除底层柱后的动力响应.分析结果表明,水平支撑能显著减小破坏部位的竖向位移,使同层各柱轴力分配趋于均匀化,从而提高结构的抗连续倒塌能力.根据有限元计算结果并考虑到经济因素的影响,多高层钢框架底层柱子轴压比在常规荷载作用下应控制在0.3～O.4之间.