Mitigation of tower and out-of-plane blade vibrations of offshore monopile wind turbines by using multiple tuned mass dampers

Offshore wind turbines are vulnerable to external vibration sources such as wind and wave excitations due to the increasing size and flexibility. It is necessary to mitigate the excessive vibrations of offshore wind turbines to ensure the safety and serviceability during their operations. Some research works have been carried out to control the excessive vibrations of the tower and the in-plane vibrations of blades. Very limited study focuses on the out-of-plane vibration mitigation of blades. In the present study, a detailed finite element (FE) model of the latest NREL 5MW wind turbine is developed by using the FE code ABAQUS. The tower and blades are explicitly modelled, and the rotating of the blades is considered. Multiple tuned mass dampers (MTMDs) are proposed to be installed in the tower and each blade to simultaneously mitigate the out-of-plane vibrations of the tower and blades when the wind turbine is subjected to the combined wind and wave loadings. The effectiveness and robustness of the proposed method are systematically investigated. Numerical results show that MTMDs can effectively mitigate the out-of-plane vibrations of the tower and blades when the wind turbine is in either the operational or parked condition.     

屈曲约束支撑与钢框架节点板连接的抗震性能#br# 试验与分析研究

屈曲约束支撑作为耗能减震构件,其与钢框架连接形成屈曲约束支撑钢框架结构体系。然而目前对于屈曲约束支撑与节点板不同连接形式的抗震性能和破坏模式尚缺乏研究。为了获悉不同连接形式对屈曲约束支撑钢框架结构抗震性能和破坏机理的影响,进行5榀屈曲约束支撑与钢框架节点板连接试件的水平低周往复荷载试验,观察试验现象和破坏特征,考察屈曲约束支撑与节点板两端采用销轴连接、螺栓连接、焊接连接和混合连接对钢结构抗震性能的影响,研究屈曲约束支撑与钢框架节点板连接试件的滞回曲线、骨架曲线、延性系数、刚度退化、耗能能力等抗震性能指标,探讨屈曲约束支撑与钢框架节点板转动变形和关键部位的应变规律,分析结构的破坏模式和各构件屈服顺序。结果表明：屈曲约束支撑的芯板先于梁、柱和节点板屈服,试件滞回曲线饱满,表现出良好的抗震性能和延性。文章研究成果以期为屈曲约束支撑钢框架结构设计和应用提供科学依据。     

Mechanism of CeO_2 synthesized by thermal decomposition of Ce-MOF and its performance of benzene catalytic combustion

In this paper,the formation mechanism of mesoporous CeO_2 synthesized by thermal decomposition of Ce-MOF and its performance of benzene catalytic combustion,as well as the structure-activity relationship between them were studied in depth.The self-assembly process and physicochemical properties of CeO_2 were characterized by thermogravimetry analysis,powder X-ray diffraction,N_2 adsorption/desorption,high-resolution transmission electron microscopy and X-ray photoelectron spectroscopy techniques.Characterization results show that Ce-MOF is completely decomposed into pure mesoporous CeO_2 when the decomposition temperature is higher than 400℃.At this threshold temperature,CeO_2(400) has the largest specific surface area and pore volume of 114 m~2/g and 0.152 cm3/g,respectively.CeO_2(400) exhibits very high catalytic activity for benzene combustion,which can completely catalyze the degradation of benzene at 260℃.Meanwhile,the mesoporous CeO_2(400) supported Pt nanocrystalline catalysts were prepared by high temperature solution-phase reduction method.Pt/CeO_2(400)can completely degrade benzene at about 200℃ and represents high durability and good waterresistance for benzene combustion during 100 h of continuous reaction.     

矿井涌水量预测的一种新方法

本文根据矿井涌水量变化特点，首次引用作者在文1中提出的灰色──周期外延组合预测模型。经实践证明，应用效果很好。对矿井防治水工作有指导意义。     

红色凹凸棒石黏土除铁增白工艺技术研究

纯凹凸棒石色白．因含杂质显红、灰、绿、黄等色彩。其红色质是铁，不仅影响白度、纯度。又会影响使用价值。依据色质离子的物化特性．用特定的化学原料．应用络合-还原技术，将白度在45％～55％的红色凹凸棒石黏土除铁漂白后，产品白度提高到93．5％、凹凸棒石含量可达85％以上．     

高压旋喷注浆在桥梁桩基补强中的应用

根据缺陷桩基拟加固的实际情况,在综合考虑多方面因素后,采用了高压旋喷注浆法对其进行加固补强。介绍了高压旋喷注浆法加固补强设计方案及施工流程。     

基于“互联网+”视阈下的信息安全防范

在"互联网+"时代背景下,暴露在互联网上的任何终端、服务器、云主机、路由器等设备设施,只要接入到互联网必将面临来自外部网络环境的各种安全威胁。网络黑客攻击、网络病毒泛滥、网络爬虫风险和网络业务需求,悄然构成了对信息安全防范的迫切需要。文章对现有网络安全威胁以及表现形式客观分析,就加强信息安全应对防范措施做了讨论探析,并描述了本研究领域前沿发展趋势。     

Artificial lift infrastructure planning of shale gas horizontal wells considering endogenous and exogenous uncertainties

Artificial lift methods (ALMs) lift the accumulated fluids from horizontal shale-gas-producing wells and help sustain well performance. An artificial lift infrastructure plan includes the selection of ALMs and their operating schedule. This paper presents two discrete-time large-scale nonconvex mixed-integer nonlinear programming models to solve the artificial lift infrastructure planning problem. Two equivalent mixed-integer linear programming models are formulated using the special structure of the nonlinear terms. A set of valid inequalities is defined to tighten the models and shorten solution times to two orders of magnitude, considering well production limitations. We incorporate endogenous uncertainty in ALM-dependent production rates and exogenous uncertainty in shale gas prices into the models. For a hypothetical case study under only endogenous uncertainties, the value of the stochastic solution is 5%. For the same case study, the exogenous uncertainty in gas prices does not change the optimum solution.     

BFRP筋与分级粒径河砂ECC粘结滑移性能试验研究

通过玄武岩纤维增强复合材料(BFRP)筋/高延性水泥基复合材料(ECC)的中心拉拔试验,分析了分级粒径ECC和BFRP筋表面形式及直径对BFRP筋/ECC粘结性能及粘结-滑移曲线的影响。结果表明,BFRP筋/ECC的破坏模式分为BFRP筋拔出破坏和BFRP筋拉伸破坏。选取BFRP筋/ECC粘结-滑移曲线中的残余波浪段各峰值应力点,采用拟合直线斜率的绝对值|k|表征ECC对BFRP筋横肋的磨损程度,当|k|值≥0.144时,BFRP筋横肋会被完全磨损,当|k|值＜0.144时,BFRP筋横肋会被磨损至与填充其凹陷的ECC齐平。BFRP筋/ECC的平均粘结强度随骨料粒径的变化并不显著,分级粒径ECC可使BFRP筋/ECC的平均粘结强度提高3.2%~9.6%,采用骨料粒径为0.15~0.3 mm的BFRP筋/ECC粘结性能最优。BFRP筋的直径越大,BFRP筋/ECC的平均粘结强度越小,BFRP筋直径为12 mm的BFRP筋/ECC平均粘结强度与BFRP筋直径为8 mm、10 mm的BFRP筋/ECC相比降低分别约8.2%、4.4%。采用浅螺纹BFRP筋的BFRP筋/ECC,平均粘结强度下降83.7%,但其整体粘结应力变化较为平稳,对ECC和BFRP筋的损伤程度均最小。减小BFRP筋直径、ECC骨料粒径,或BFRP筋/ECC自由端处BFRP筋的肋深,有助于提高BFRP筋/ECC的粘结性能及稳定性。     

Calculative and experimental study of the CFRP tape spring

A tape spring is a thin-walled, straight strip of material with curved cross-section, and the current trend is towards tape springs made of carbon fibre reinforced plastic (CFRP). In this paper, performance of the CFRP tape spring was studied and its bending moment’s calculative formula during opposite-sense bending process was derivated, also, the theoretical formula’s accuracy was assessed by means of detailed, non-linear finite-element analysis. Subsequently, a CFRP tape spring was practical designed and manufactured through twiningmoulding workmanship, and some experiments were conducted to study its bending characters, verifying the validity of the theoretical analysis and finite element simulation perfectly.