引水钢岔管水压试验分布式应力测量

引水钢岔管的结构尺寸大、焊接工况复杂,且需要长期耐受6 MPa的水压,迫切需要一种分布式、高精度、高空间分辨率的应力测量技术,以便在水压试验中进行全方位的应力测量和结构健康评估。传统的点式应变片只能进行局部应力测量,且测量精度受制于防水措施、贴片工艺、温度变化等因素。为此,提出了一种基于光频域反射仪的引水钢岔管水压试验应力测量方法,采用沿焊缝布设的标准单模光纤作为传感器,测量空间分辨率达到5.8 cm,应力与水压力成线性关系并且沿焊缝存在0.2~0.6 m的周期性变化。月牙肋板焊缝的腰部应力最大,达到196.2 MPa;主锥环缝的应力在300 MPa附近;相贯线焊缝的应力呈180°对称分布,在腰线附近存在352.0 MPa的最大应力,顶部和底部基本不存在应力。

基于分布式应力监测的桥梁支座转角和位移状态多级评估

支座病害已成为影响桥梁安全的主要因素之一,但常用的支座监/检测手段智能化、自动化程度低,时效性差。为实时掌握桥梁支座服役状态,提出了基于分布式应力监测的桥梁支座转角、位移状态多级评估方法。首先,介绍了适用于所提方法的智能盆式橡胶支座结构及应力测点布置;其次,提出了综合考虑橡胶板两主轴方向各测点应力变化特点的测点标准化应力比指标,并基于此设定了服役期支座转角、位移状态多级评估判据,然后以位于广东西南沿海的山竹沟垌中桥实际工程为例,确定了可用的智能盆式支座型号,建立了支座精细化有限元模型;最后,通过数值仿真分析对所提方法进行说明,明确了用于服役期支座转角、位移状态多级评估的各阈值取值。

偏振耦合测试在分布式应力传感中的理论分析

对高双折射保偏光纤内部的分布式偏振模式耦合在分布式应力传感中的应用进行了理论分析.根据光弹理论和弹性力学理论,建立了横向应力作用下保偏光纤的偏振耦合模型,推导出应力下的偏振耦合强度公式.偏振耦合强度对应力的大小,方向,作用长度以及保偏光纤的拍长都敏感.详细分析了每一个因素对耦合强度的影响.当横向应力的作用方向角为45°,作用长度为保偏光纤的一半时,这时保偏光纤耦合强度对应力传感最敏感.

分布式Bragg光栅应力测量系统的研究

提出了一种分布式Bragg光纤光栅应力测量系统,利用Bragg光栅作为传感基元,采用宽带光源和可调谐滤波技术对Bragg光栅阵列信号解调,实现分布式应力测量。通过理论分析和实验研究证实了系统方案的可行性,该系统应变测量的分辨率达到了33nε。

分布式大坝应力、温度及变形自动化监测系统的研制和运行

本文首先说明国内外大坝安全监测系统自动化发展趋势,从国内监测系统自动化方面存在的问题出发,结合现有条件分析,认为研制分布式自动化监测系统不仅是必要的,而且是可能的。提出了这套系统的设计原则和功能特点,根据葛洲坝水利枢纽安全监测和三峡大坝监测自动化试验研究需要,研制完成了大坝应力、温度及变形自动化监测系统的全套硬软件设备。最后,介绍这套系统的测试运行情况,对自动化监测系统可靠性的考核指标提出了建议。

Analysis of complete plasticity assumption for solid circular shaft under pure torsion and calculation of shear stress

The distribution of shear stress on the cross-section of plastic metal solid circular shaft under pure torsion yielding, the applicability of complete plastic model assumption and the shear stress formula were researched. Based on the shear stress formula of circular shaft under pure torsion in elastic stage, the formula of torque in elastic stage and the definition of yield, it is obtained that the yielding stage of plastic metal shaft under pure torsion is only a surface phenomenon of torque-torsion angle relationship, and the distribution of shear stress is essentially different from that of tensile stress when yielding under uniaxial tension. The pure torsion platform-torsion angle and the shape of torque-torsion angle curve cannot change the distribution of shear stress on the shaft cross-section. The distribution of shear stress is still linear with the maximum shear stress ts. The complete plasticity model assumption is not in accordance with the actual situation of shaft under torsion. The experimental strength data of nine plastic metals are consistent with the calculated results of the new limiting strain energy strength theory （LSEST）. The traditional yield stress formula for plastic shaft under torsion is reasonable. The shear stress formula based on the plane assumption in material mechanics is applicable for all loaded stages of torsion shaft.

Invited Paper: The Audacity of Fiber-Wireless(FiWi) Networks: Revisited for Clouds and Cloudlets

There is a growing awareness among industry players of reaping the benefits of mobile-cloud convergence by extending today's unmodified cloud to a decentralized two-level cloud-cloudlet architecture based on emerging mobile-edge computing(MEC) capabilities. In light of future 5G mobile networks moving toward decentralization based on cloudlets, intelligent base stations, and MEC, the inherent distributed processing and storage capabilities of radio-and-fiber(R&F) networks may be exploited for new applications, e.g., cognitive assistance, augmented reality, or cloud robotics. In this paper, we first revisit fiber-wireless(Fi Wi) networks in the context of conventional clouds and emerging cloudlets, thereby highlighting the limitations of conventional radio-overfiber(Ro F) networks such as China Mobile's centralized cloud radio access network(C-RAN) to meet the aforementioned trends. Furthermore, we pay close attention to the specific design challenges of data center networks and revisit our switchless arrayedwaveguide grating(AWG) based network with efficient support of east-west flows and enhanced scalability.

Distributed collaborative extremum response surface method for mechanical dynamic assembly reliability analysis

To make the dynamic assembly reliability analysis more effective for complex machinery of multi-object multi-discipline(MOMD),distributed collaborative extremum response surface method(DCERSM)was proposed based on extremum response surface method(ERSM).Firstly,the basic theories of the ERSM and DCERSM were investigated,and the strengths of DCERSM were proved theoretically.Secondly,the mathematical model of the DCERSM was established based upon extremum response surface function(ERSF).Finally,this model was applied to the reliability analysis of blade-tip radial running clearance(BTRRC)of an aeroengine high pressure turbine(HPT)to verify its advantages.The results show that the DCERSM can not only reshape the possibility of the reliability analysis for the complex turbo machinery,but also greatly improve the computational speed,save the computational time and improve the computational efficiency while keeping the accuracy.Thus,the DCERSM is verified to be feasible and effective in the dynamic assembly reliability(DAR)analysis of complex machinery.Moreover,this method offers an useful insight for designing and optimizing the dynamic reliability of complex machinery.

Mode-I-crack compression modeling and numerical simulation for evaluation of in-situ stress around advancing coal workfaces

The relatively high stress probably leads to generation of a fractured or even instable area around a working coalface. Also, the generated weak area often evolves into an easy-infiltrating field of water/gas to greatly increase probability of accident occurrence. To reveal the distribution of high stress around working faces, we put forward the mode-I-crack compression model. In this model, the goaf following a working face is regarded as a mode-I crack in an infinite plate, and the self-gravity of overlaying strata is transformed into an uniform pressure applied normal to the upper edge of the model crack. Solving this problem is based on the Westergaard complex stress function. For comparison, the software RFPA-2D is also employed to simulate the same mining problem, and furthermore extendedly to calculate the stress interference induced by the simultaneous advances of two different working faces. The results show that, the area close to a working face or the goaf tail has the maximum stress, and the stress is distributed directly proportional to the square root of the advance and inversely proportional to the square root of the distance to the working face. The simultaneous advances of two neighboring working faces in different horizontals can lead to extremely high resultant stress in an interference area.

Distribution of acceleration and empirical formula for calculating maximum acceleration of rockfill dams

To find the distribution patterns of dynamic amplification coefficients for dams subjected to earthquake, 3D seismic responses of concrete-faced rockfill dams with different heights and different shapes of river valley were analyzed by using the equivalent-linear model. Statistical analysis was also made to the seismic coefficient, and an empirical formula for calculating the maximum acceleration was provided. The results indicate that under the condition of the same dam height and the same base acceleration excitations, with the increase of the river valley width, the position of the maximum acceleration on the axis of the top of the dam moves from the center to the riversides symmetrically. For the narrow valleys, the maximum acceleration occurs in the middle of the axis at the top of the dam; for wide valleys the maximum acceleration appears near the riversides. The result negates the application of 2D dynamical computation for wide valleys, and shows that for the seismic response of high concrete-faced rockfill dams, the seismic coefficient along the axis should be given, except for that along the dam height. Seismic stability analysis of rockfill dams using pseudo-static method can be modified according to the formula.

Global Dynamics for an HIV Infection Model with Crowley-Martin Functional Response and Two Distributed Delays

In this paper, an HIV dynamics model with two distributed intracellular delays incorporating Crowley-Martin functional response infection rate is investigated. The authors take into account multiple stage disease transmission and the latently infected cells（not yet producing virus） in our system. The authors consider nonnegativity, boundedness of solutions, and global asymptotic stability of the system. By constructing suitable Lyapunov functionals and using the Lyapunov-La Salle invariance principle, the authors prove the global stability of the infected（endemic） equilibrium and the diseasefree equilibrium for time delays. The authors have proven that if the basic reproduction number R_0 is less than unity, then the disease-free equilibrium is globally asymptotically stable, and if R_0 is greater than unity, then the infected equilibrium is globally asymptotically stable. The results obtained show that the global dynamic behaviors of the model are completely determined by the basic reproduction number R_0 and that the time delay does not affect the global asymptotic properties of the model.