基于滑模控制的折叠翼飞行器辅助机动研究

基于滑模控制策略,研究了折叠翼飞行器辅助机动问题.分析了系统折叠角与气动参数的关系,把机翼折叠角看成额外的控制输入,构造了包含折叠辅助机动的飞行器动力学模型.针对非线性系统,加入混合干扰,设计了非奇异动态终端滑模控制(NDTSMC)器,能够较好地抑制折叠翼飞行器的不确定性,同时完成姿态跟踪控制.仿真结果表明,NDTSMC改善了折叠翼飞行器的控制精度和鲁棒性能,具有较好的抖振消除效果.与传统飞行器相比,加入折叠辅助机动的折叠翼飞行器拥有更高的机动性和抗干扰能力.     

温度-电阻率经时变化与浆体水化过程的关系

无极式电阻率测定仪测试具有精确性高,易操作及试件非破损的特点.采用无极式电阻率测定仪,测定了不同水灰比与粉煤灰掺量水泥浆体的温度与电阻率的经时性.通过对双参数曲线的特征点进行分析与研究,发现水泥浆体的电阻率与水化温度及其水化过程交互映射,新的方法能够实时地反映不同体系水泥浆体的水化行为.     

高气温时缓凝剂对RCC层面允许暴露时间的影响

通过对碾压混凝土层面抗剪（断）参数的测定，计算了碾压混凝土层面允许暴露时间，并分析了高气温缓凝剂对碾压混凝土层面允许暴露时间的作用。     

粉煤灰-水泥水化的核磁共振定量分析

利用高分辨固体核磁共振仪结合去卷积技术,定量分析了粉煤灰水泥浆体中水泥和粉煤灰的水化程度以及C-S-H凝胶中硅氧-铝氧链平均长度,同时研究了粉煤灰火山灰反应对C-S-H结构的影响。结果表明:水化3 d时,系统中约47%的水泥和14%的粉煤灰参与了水化反应,C-S-H平均链长为3.2;水化120d时,水泥和粉煤灰的水化程度分别为89%和33%,C-S-H平均链长约为3.8,远大于纯水泥浆体中C-S-H的平均链长(为2.7)。水化3 d时粉煤灰玻璃相结构中的Si—O—Si,Si—O—和Al—Al共价键断裂,形成了单体硅酸根和单体铝酸根,这些单体结构桥连体系中的二聚体单元进而提高了C-S-H平均链长。粉煤灰掺入并不会因为C-S-H聚合度提高以及ACL增加就能促进粉煤灰水泥浆体强度。     

Properties and microstructures of full graded concrete containing varied impurity aggregate

We investigated mechanical properties of concretes made with impurity aggregates of different combinations. Besides the mechanisms were explored by EDS, CT, and hardness testing. The results showed that fully rust-stained and surface rust-stained sandstone aggregate had significant adverse impact on the compressive strength of concrete while sandstone aggregate had a much more obvious impact on the ultimate tension of concrete. Concrete crack was more prone to expand along surfaces and the micro-hardness of interfacial transition zone of different aggregates was ranked in decreasing trend as sandstone, slate, SR sandstone, marble, and FR sandstone. The cluster growth of long needle-like ettringite crystal and strong preferential growth trend of Ca(OH)₂ crystals would result in wider interfacial transition zone range of concretes made with fully rust-stained sandstone and marble aggregate, respectively. Therefore, the impurity aggregate content should be strictly controlled during aggregate selection.     

Effect of Al in slag blended cement paste under sulfate attack

Unilateral sulfate attack of cementitious materials containing 40% slag with different water to binder ratios was investigated. The results showed that the degradation of slag blended cement pastes was nearly from the corners of paste surface with cracking and spallings, water-to-binder(w/b) ratio made a significant sense to the damage that low w/b ratio led to little weight loss, less cracking and spalling damage and vice versa. Microstructural experimental results demonstrated that in the three different stages of sulfate attack, degradation of pastes was primarily associated with the migration behavior and bonding configuration of aluminum, in the early ages Al was mostly present in C-(A)-S-H, and thus, the damage of pastes hardly appeared while at later ones Al had been largely transferred from C-(A)-S-H into AFt, leading to expansive damage.     

大体积混凝土中微膨胀剂的抗裂作用

研究了以粉煤灰、氟石膏摊平剂FSL的适宜组分组成的微膨胀剂和石膏系膨胀剂CAS替代部分水泥使混凝土产生延时膨胀的作用 ,通过控制微膨胀剂对混凝土的延时膨胀 ,使其与混凝土的温度变形相匹配 ;探讨了以混凝土 90d膨胀率与 3d膨胀率之差 (ε90 -ε3)作为混凝土膨胀特性评价指标的可行性 ;当ε90 -ε3为“ +”值时 ,微膨胀剂在大体积混凝土中可以发挥抗裂作用 .     

固硫渣水泥中钢筋锈蚀问题的研究

用检测ｐＨ值、自然电位以及在阳极极化条件下测试电流一电位和电位一时间关系等方法．综合评定掺固硫渣的水泥抗钢筋锈蚀的能力稍低于不掺任何混合材料的硅酸盐水泥，但高于同标号的其它火山灰质水泥．     

新型CFRP-UHPC组合管混凝土圆柱轴压性能

为研究超高性能混凝土(UHPC)管替代碳纤维增强聚合物(CFRP)-钢管混凝土组合柱中钢管的可行性,提出一种外部缠绕CFRP的UHPC预制管、内部现浇填充普通混凝土的新型CFRP-UHPC组合管混凝土(Concrete-filled CFRP-UHPC tube,CFFUT)柱。对10个CFFUT圆柱(包含2个对比柱)进行了单调轴压试验,研究了UHPC管壁厚度、CFRP环向包裹层数和核心混凝土强度等的影响规律。结果表明：CFRP-UHPC管可以有效提高组合柱的承载力、变形能力和延性;CFFUT圆柱破坏形态为核心混凝土压溃、UHPC管开裂和CFRP拉断,破坏后整体性较好,属延性破坏模式;CFFUT圆柱的极限承载力与UHPC管壁厚度、CFRP层数和核心混凝土强度呈正相关;延性系数随UHPC管壁厚度、CFRP层数增加而提高,随核心混凝土强度增加先提高后降低。揭示了CFFUT柱的界面增强作用机制,CFFUT柱极限承载力与同等截面普通混凝土柱相比提高93.9%～203.5%,且CFFUT柱极限承载力一定程度上与CFRP-钢管混凝土柱相当。建立了CFFUT圆柱轴压极限承载力理论计算模型,并通过有限...     

圆度目标函数单谷性的研究

提出了一种研究圆度目标函数单谷性的方法，用实例证明了圆度目标函数为单谷函数，为用最优化原理迅速而准确地求解圆度目标函数的极值提供了理论依据。