Residual strength model for composite laminates

To research the approach of predicting composites fatigue life,the cumulative fatigue damage of fiber-reinforced plastic laminates(FRP) was investigated,and based on the complex exponential function,the residual strength model was obtained. This model can accurately describe the propagation of cumulative fatigue damage of FRP in three stages,especially in the initial stage and the ceasing stage. Applying this model in the experiment with two loading cycles,it can be found that the prediction result has good coincidence with experimental data. So a reliable residual strength model can be provided for studying the cumulative fatigue damage of FRP.     

Delay-dependent guaranteed cost control for uncertain discrete-time Markovian jump linear systems with mode-dependent time-delays

In this paper,the problem of guaranteed cost control for a class of uncertain discrete-time Markovian jump linear systems with mode-dependent time-delays and a given quadratic cost function are investigated. Attention is focused on designing a memoryless state feedback control law such that the closed-loop system is robust stochastically stable and the closed-loop cost function value is not more than a specified upper bound,for all admissible uncertainties. The key features of the approach include the introduction of a new type of suitable stochastic Lyapunov functional and free weighting matrices techniques. Sufficient conditions for the existence of such controller are obtained in terms of a set of linear matrix inequalities. A numerical example is given to illustrate the less conservatism of the proposed techniques.     

Sensor placement for structural damage detection with modal data

A new method is presented for prioritizing sensor locations for structural health monitoring (SHM). In view of the needs of SHM and damage detection,sensor locations are optimized for the purpose of both sensitivity for local damages and independence of the target mode. However,the two different optimization criterions lead to an inconsistency of the optimal result. Considering the structural response changes that result from damage,the relationship between the structural response and damage is deduced from the structural motion equation by a quasi-analytical mode. Based on the harmony between damage identifiability and mode observability,an object function is set up,including the information of mode independence and damage sensitivity. Utilizing the technique of singular value decomposition,an interior algorithm for the optimum sensor placement is proposed with the multiple objective criterions of minimizing the condition number of coefficient matrix and maximizing the fisher information matrix. A numerical example shows that this approach can effectively avoid the contradiction between the two different optimization criterions. Comparing with the result of single object,the result of damage detection from the optical sensor locations is much more accurate.     

负载型复合载体对Ni基催化剂催化性能的影响

将ZrO2直接负载在MxOy（Al2O3,SiO2,CeO2）上组成负载型ZrO2/MxOy复合载体,并以此负载型复合载体制备Ni基催化剂,用BET、XRD、TPR和TPD等对催化剂的比表面积、晶相结构、还原性能等进行了表征,同时以CO2重整CH4为探针考察了催化剂的活性和稳定性。结果表明,复合载体对Ni基催化剂的性能有较大的影响：Ni/ZrO2/SiO2具有较好的初活性,但反应5 h后明显下降;Ni/ZrO2/Al2O3在反应50 h后CO2和CH4的转化率基本保持不变。     

长短桩复合地基设计计算方法探讨

分别从长桩和短桩作用机理两方面阐述了长短桩复合地基的作用机理。以刚性长桩和柔性短桩组合成的长短桩复合地基为例,对常用的长短桩复合地基承载力计算方法之面积加权法和分步叠加法进行了介绍和对比分析,得出两种方法计算结果的一致性,并通过工程实例进行了验证。对长短桩复合地基沉降计算方法之复合模量法和增大系数法进行了介绍,分析了两种计算方法产生误差的原因,给出了一个采用增大系数法计算长短桩复合地基沉降的工程实例,工程实例计算结果与实际观测结果较吻合。建议采用增大系数法计算长短桩复合地基沉降时有必要对加固区桩间土模量增大系数进行适当修正,修正系数的取值范围需通过对大量工程实例进行分析后确定。     

输入受限线性系统鲁棒抗饱和控制

针对抗饱和控制的鲁棒性问题,将研究扩展到对输入饱和非线性、时变参数和动态不确定性具有结构摄动的鲁棒性框架内,给出了一种线性时不变系统鲁棒抗饱和控制算法.鉴于积分二次型约束具有刻画结构不确定性的能力,选择在积分二次型约束框架下解决问题.以定标的线性矩阵不等式形式给出了系统分析和控制综合条件.飞行控制仿真结果说明此算法不仅可以成功克服饱和非线性,且对时变参数和动态不确定性具有良好的鲁棒性.     

带有止步的成批到达的M~x/M/1/N多重工作休假排队系统

研究了带有止步的M~x/M/1/N多重工作休假排队系统。顾客成批到达,到达后每批中的顾客,或者以概率决定进入队列等待服务,或者以概率1止步。系统中一旦没有顾客,服务员立即进入多重工作休假。利用马尔科夫过程理论和矩阵解法求出了稳态概率的矩阵解,并得到了系统的平均队长、平均等待队长以及顾客的平均止步率等性能指标。     

Electrical resistance behavior of vinylester composites filled with glass-carbon hybrid fibers

Vinylester (bismethacryloxy derivative of a bisphenol-A type EP resin, VE) composites with glass-carbon hybrid fibers (CF-GF) weight fraction of 50%, were prepared by the compress molding method. The distribution of carbon fiber in the hybrids was observed by stereomicroscope. The electrical resistance behavior of the composites filled with different carbon fiber (CF) weight contents (0.5% to 20%) was studied. The experimental results show that the electrical resistance behaviors of CF-GF/VE composites are different with those of CF/VE composites because carbon fibers’ conducting networks are broken by the glass fibers in the CF-GF/VE composites. The carbon fibers distribute uniformly in the networks of glass fibers (GF) like single silk and form the semi-continuous conducting networks. Composite filled with GF-CF hybrid has a higher percolation threshold than that filled with pure CF. At that time, the resistivity of CF-GF/VE composites varies little with the temperature increasing. The temperature coefficient of resistivity in GF-CF/VE composite is less than 317 ppm and the variation of the resistivity after ten thermal cycles from 20 °C to 240 °C is less than 1.96%. Funded by the Natural Science Foundation of Hubei Province (No. 2007ABA028)     

复合白云石表面链状纳米CaCO_3的制备

在Ca(OH)_2-H_2O-CO_2反应体系中,根据非均匀成核原理,通过调整体系反应温度、Ca(OH)_2浓度、ZnSO_4添加量等反应参数,控制在白云石颗粒表面生成具有链状结构的纳米Ca-CO_包覆层.利用SEM,XRD等检测表征手段,分析了不同反应参数对纳米CaCO_3晶形的影响.结果表明:当反应温度为25℃,ZnSO_4加入量为Ca(OH)_2的4%,Ca(OH)_2浓度为0.3mol/L时,在白云石颗粒表面生成了长径比为7:1的链状纳米CaCO_3.提高体系的反应浓度能够减少ZnSO_4的加入量.     

置换率对刚-柔性桩复合地基的影响

为了研究桩置换率对刚-柔性桩复合地基性能的影响程度,在温州地区进行了多个大型刚-柔性桩复合地基静荷载试验.在静荷载试验中对刚性承压板下压力盒进行同步检测,根据检测成果比较不同置换率下刚-柔性桩复合地基沉降情况,分析置换率对刚-柔性桩复合地基的桩土应力、桩土应力比以及荷载分担比的影响.检测结果表明:复合地基中刚性桩置换率对沉降特性影响较大,增大刚性桩置换率会明显减小沉降.刚-柔性桩复合地基中刚性桩在承载方面发挥重要作用,刚性桩置换率越高作用越明显.复合变形模量随复合地基中桩置换率减小而减小.刚性桩置换率越高,刚性桩承载力发挥度越小,柔性桩承载力发挥度越大,土承载力发挥度越小.