防火弹性涂料在硅酸铝耐火绳上的应用

介绍了防火弹性涂料(HT04—00)的组成和它的性能，在硅酸铝耐火绳上刷涂防火弹性涂料后的技术性能指标，以及它的施工工艺。     

弹性四连杆机构动力学响应的数值求解

针对弹性四连杆机构这一非线性动力学系统,采用直接积分法中的Wilson-θ法对弹性四连杆机构的动力学响应进行求解.同时对其进行了相应的实验研究,通过仿真与实验对比,验证了Wilson-θ法求解非线性动力学模型的可行性.     

飞机水平盘旋下弹性支承转子的特性研究

为研究转子系统在一定的外激励下的特性,使得研究与实际状况更加吻合,采用Jeffcott转子弹性支承模型,建立飞机处于水平盘旋状态下弹性支承转子系统的运动微分方程.运用Runge-Kutta数值法研究了飞机水平盘旋下处于一定角速度的刚性和弹性不同支承情况下的瞬态响应,并对仿真结果进行对比分析.结果表明,由于弹性支承使其转轴刚度降低,其临界转速随之降低;处于同一角速度下的弹性支承比刚性支承进入稳定振动的时间长,比刚性支承振动幅度大;弹性支承和刚性支承在同样的情况下转动都会产生稳定的周期解;因此可以通过对转子系统支承刚度的适当调节,可以达到优化系统性能的目的.     

Experimental study on temperature stress calculation and temperature control optimization of concrete based on early age parameters

Temperature control curve is the key to achieving temperature control and crack prevention of high concrete dam during construction,and its rationality depends on the accurate measurement of temperature stress.With the simulation testing machine for the temperature stress,in the present study,we carried out the deformation process tests of concrete under three temperature curves：convex,straight and concave.Besides,we not only measured the early-age elastic modulus,creep parameters and stress process,but also proposed the preferred type.The results show that at early age,higher temperature always leads to greater elastic modulus and smaller creep.However,the traditional indoor experiments have underestimated the elastic modulus and creep development at early age,which makes the calculated value of temperature stress too small,thus increasing the cracking risk.In this study,the stress values of the three curves calculated based on the strain and early-age parameters are in good agreement with the temperature stress measured by the temperature stress testing machine,which verifies the method accuracy.When the temperature changes along the concave curve,the law of stress development is in consistent with that of strength.Under this condition,the stress fluctuation is small and the crack prevention safety of the concave type is higher,so the concave type is better.The test results provide a reliable basis and support for temperature control curve design and optimization of concrete dams.     

Thermal expansion of an SiC particle-reinforced aluminum composite

Using a push-rod dilatometer, we measured between 76 and 390 K the thermal expansion of a particle-reinforced-composite wrought plate obtained by powdermetallurgy methods. The particles, 30% by volume, consisted of monocrystals of -SiC with sizes near 10 m. The matrix consisted of a 6061 aluminum alloy with original particle sizes near 20 m. We found the perpendicular thermal expansivity, ₃, higher by 26% than the in-plane thermal expansivity, ₁-₂. These values differ from a rule-of-mixture prediction by –3 and –23%, respectively. All three _i, components lie outside the Rosen-Hashin bounds. Levin's isotropic model agrees within 10% with the ₁-₂-₃ average. Both the anisotropy and the bounds violation result from microstructural nonhomogeneity arising from processing. Rosen and Hashin's transverse-isotropicsymmetry relationships account approximately for these effects by introducing the anisotropic elastic constants. Using neutron diffraction, we determined that the SiC particles are textureless.Paper presented at the Tenth International Thermal Expansion Symposium, June 6–7, 1989, Boulder, Colorado, U.S.A.     

快速卷积算法的综述研究

卷积神经网络是深度学习算法应用最广泛的方向之一,目前卷积神经网络的应用不仅仅是停留在科技领域,已经扩展到医学、军事等领域,并且已在相关领域发挥着巨大的作用。卷积是卷积神经网络中最为核心的一部分,卷积运算占整个网络70%以上的时间,所以针对卷积运算的加速研究就显得十分重要。首先介绍近年来的卷积算法,并对其复杂度进行分析,总结了这些算法各自的优点和不足,最后对其理论研究和应用领域可能存在的突破进行了探讨和展望。     

Simulation of Fatigue Stiffness Degradation in Prestressed Concrete Beams under Cyclic Loading

In order to investigate and research the fatigue cracking of prestressed concrete fatigue properties and loading and stiffness degeneration process,cyclic loading tests were carried out on six prestressed concrete beams and the stiffness degradation under fatigue was investigated. A simulation model of stiffness degradation is proposed based on the stiffness analysis of the fatigue-damaged section. The elastic modulus of damaged concrete and the effective residual area of steel were introduced as well as an adjusted three-stage concrete fatigue damage evolution model. The strip method was used to analyze concrete damage due to changing stress along the depth of the beam section. The simulation and test results were compared and a method of predicting fatigue deflection was presented based on the simulation model. The predicted results were compared with that of the neural network method. It is in good agreement for the simulation results with the test results. It is only less than 5% error for the simulation model which can reveal the two-stage degradation of prestressed concrete beams under cyclic loading. It is more precise for the simulation prediction method under proper conditions.     

水平弹性支撑抛物线拱在均布荷载与热载荷作用下的屈曲特性

分析了水平弹性支撑抛物线拱在均布荷载与热负荷共同作用下的屈曲特性,通过变分原理推导了弹性支撑抛物线拱的非线性平衡方程,得到了外荷载与径向位移和轴力的关系,用数值法分析了弹性支撑抛物线拱在均布荷载与热负荷共同作用下屈曲特性。     

基于弹性网络模型的蛋白质结构-功能关系

蛋白质结构-功能关系研究是结构生物学领域的热点问题之一,具有重要的理论和实际应用价值.弹性网络模型(elastic network model,ENM)是获取蛋白质结构本身固有动力学性质,进而揭示其生物学功能的有效方法,在蛋白质结构-功能关系研究中得到了广泛应用.简要介绍了ENM的基本原理及其在蛋白质结构-功能关系中的应用,主要包括蛋白质功能性运动分析和关键位点识别等.     

基于SVM的PC刚构桥施工期时变可靠度

为了研究早龄期混凝土材料时变性能,通过现场24组主梁同步养生试块力学试验结果,得到了早龄期混凝土弹性模量的时变规律.基于支持向量机(support vector machine,SVM)建立了施工期预应力混凝土(prestressed concrete,PC)刚构桥标高控制可靠度模型,结合蒙特卡洛法计算了PC刚构桥标高控制可靠指标.结果表明:主桥同样状态下,混凝土弹性模量与龄期之间的关系呈现幂函数关系,PC刚构桥中悬臂阶段与最大悬臂阶段应以不同的自由端挠度偏差容许值控制,中悬臂阶段自由端挠度偏差容许值最大不高于4 mm,最大悬臂阶段自由端挠度偏差容许值最大不高于20 mm.