军体课程密度与运动负荷初探

对军事体育课中运动负荷与课的密度进行研究,阐述了军事体育课合理运用课的密度与运动负荷的重要性,为进一步深化军事体育训练提供借鉴。     

Dynamic parameters of multi-cabin protective structure subjected to low-impact load – Numerical and experimental investigations

The dynamic response of a multi-cabin protective structure subjected to impact load directly affects the protective performance of materials; thus, studying the dynamic response and communication law of wave effect of the load plays an important role in the prediction of protective performance. In this study, the protection experiments of box-structure under air- and/or water-medium are conducted, the dynamic response of the structure subjected to low-impact load is analyzed, and the corresponding numerical simulations are analyzed using the theory of finite element method (FEM). Combined with experimental and FEM simulations, the shock strain distribution, acceleration attenuation, and signal energy in defensive materials are determined. Based on the results, the metal structure exhibits good absorption characteristics for shock vibration. Using the experimental data, we also show that the attenuation of shock wave in water medium should be significantly better than that in air medium, and the protective structure should be designed for a combination of water and air mediums. Meanwhile, the numerical simulation can provide a quantitative analysis process for dynamic analysis of defensive materials.     

舰船电力系统运行负荷估算方法研究

针对舰船电力系统的运行负荷估算常见算法的不足,提出了改进算法.改进算法用随机模型和回归模型描述舰船电力负荷,用回归模型描述的负荷采用回归算法,用随机模型描述的负荷采用逐步聚类法进行计算,并对获得随机负荷的计算参数提出了具体方法.通过对某船的计算和实测,进行了各算法的比较,验证了改进算法的可信性.     

人员交通类场所人员荷载研究

对人员交通类场所的特点进行了分析，将人员交通类场所归纳为简单通道、复杂通道、候机（车）厅、进出港厅等组件。针对简单通道和进出港厅，采用“人员流量法”和“人员密度法”两种方法计算人员荷载；针对复杂通道，采用空间上分解为流线、时间上分解为阶段的方法计算人员荷载；针对候机（车）厅，按照设计容量确定人员荷载。并给出了一个包括国家铁路、地铁的综合交通枢纽换乘层人员荷载计算的典型案例。     

Responses of HFR-LWC beams under close-range blast loadings accompanying membrane action

The load-carrying capacities and failure patterns of reinforced concrete components can be significantly changed by membrane effects. However, limited work has been carried out to investigate the blast resistance of Hybrid Fiber Reinforced Lightweight Aggregate Concrete (HFR-LWC) members accompanying membrane action. This paper presents a theoretical approach to quantitatively depicting the membrane behavior and its contribution on the behavior of HFR-LWC beams under close-range blast loadings, and the suitability of the proposed model is validated by a series of field tests. An improved Single-Degree-of-Freedom (SDOF) model was employed to describe the dynamic responses of beam-like members under blast loadings accompanying membrane action, where the mass-load coefficient is determined according to the nonuniformly distributed load induced by close-range explosion, and the membrane action is characterized by an in-plane (longitudinal) force and a resisting moment. The elasto-plastic and recovery responses of HFR-LWC beams under the combined action of blast load and membrane force were analyzed by the promoted model. A specially built end-constrain clamp was developed to provide membrane action for the beam member when they are subjected to blast load simultaneously. It is demonstrated that the analytical displacement-time histories are in good agreement with experimental results before peak deflections and that the improved SDOF model is an acceptable tool for predicting the behavior of HFR-LWC beams under blast loadings accompanying membrane action.     

激光制备高附着性能的铜基类金刚石膜

提升类金刚石(Diamond-Like Carbon, DLC)膜在被保护基底上的附着能力具有明显的实际应用价值。从微观机理上分析了前期设计的Cu基多层DLC膜有效性的原因。在此基础上,研究了DLC/SiC循环层中两者厚度比例对膜层的附着性能、纳米硬度和耐磨性的影响,以优化结构、进一步提升实际应用所需的膜层性能。纳米划痕和压痕测试结果表明:随着DLC层与SiC层厚度比例的增大,多层DLC膜在Cu基上附着性能逐渐降低,但当厚度比小于2.3时,仍接近厚度400 nm的单层DLC膜在Si基上的附着性能；Cu基多层DLC膜的纳米硬度逐渐提高,同时,耐磨性接近纯DLC膜。