Structure Analysis of Locking Mechanism of Gear-Rack Typed Ship-Lift

Contact nonlinear theory was researched. Contact problem was transformed into optimization problem containing Lagrange multiplier, and unsymmetrical stiffness matrix was transformed into symmetrical stiffness matrix. A finite element analysis （FEA） model defining more than 300 contact pairs for long nut-short screw locking mechanism of a large-scale vertical gear-rack typed ship-lift was built. Using augmented Lagrange method and symmetry algorithm of contact element stiffness, the FEA model was analyzed, and the contact stress of contact interfaces and the von Mises stress of key parts were obtained. The results show that the design of the locking mechanism meets the requirement of engineering, and this method is effective for solving large stole nonlinear contact pairs.

A novel stiffness optimization model of space telescopic boom based on locking mechanism

The deployable telescopic boom,whose mass and stiffness play crucial roles,is extensively used in the design of space-deployable structures.However,the most existing optimal design that neglects the influence of the locking mechanisms in boom joints cannot raise the whole stiffness while reducing the boom mass.To tackle this challenge,a novel optimization model,which utilizes the arrangement of the locking mechanisms to achieve synchronous improvement of the stiffness and mass,is proposed.The proposed optimization model incorporates a novel joint stiffness model developed based on an equivalent parallel mechanism that enables the consideration of multiple internal stiffness factors of the locking mechanisms and tubes,resulting in more accurate representations of the joint stiffness behavior.Comparative analysis shows that the proposed stiffness model achieves more than at least 11% improved accuracy compared with existing models.Furthermore,case verification shows that the proposed optimization model can improve stiffness while effectively reducing mass,and it is applied in boom optimization design.

An 8-Node Plane Hybrid Element for StructuralMechanics Problems Based on the Hellinger-Reissner Variational Principle

The finite element method (FEM) plays a valuable role in computer modeling and is beneficial to the mechanicaldesign of various structural parts. However, the elements produced by conventional FEM are easily inaccurate andunstable when applied. Therefore, developing new elements within the framework of the generalized variationalprinciple is of great significance. In this paper, an 8-node plane hybrid finite element with 15 parameters (PHQ8-15β) is developed for structural mechanics problems based on the Hellinger-Reissner variational principle.According to the design principle of Pian, 15 unknown parameters are adopted in the selection of stress modes toavoid the zero energy modes.Meanwhile, the stress functions within each element satisfy both the equilibrium andthe compatibility relations of plane stress problems. Subsequently, numerical examples are presented to illustrate theeffectiveness and robustness of the proposed finite element. Numerical results show that various common lockingbehaviors of plane elements can be overcome. The PH-Q8-15β element has excellent performance in all benchmarkproblems, especially for structures with varying cross sections. Furthermore, in bending problems, the reasonablemesh shape of the new element for curved edge structures is analyzed in detail, which can be a useful means toimprove numerical accuracy.

Design of a Novel Exoskeleton with Passive Magnetic Spring Self-locking and Spine Lateral Balancing

This paper proposes a new upper-limb exoskeleton to reduce worker physical strain.The proposed design is based on a novel PRRRP(P-Prismatic;R-Revolute)kinematic chain with 5 passive Degrees of Freedom(DoF).Utilizing a magnetic spring,the proposed mechanism includes a specially designed locking mechanism that maintains any desired task posture.The proposed exoskeleton incorporates a balancing mechanism to alleviate discomfort and spinal torsional effects also helping in limb weight relief.This paper reports specific models and simulations to demonstrate the feasibility and effectiveness of the proposed design.An experimental characterization is performed to validate the performance of the mechanism in terms of forces and physical strain during a specific application consisting of ceiling-surface drilling tasks.The obtained results preliminarily validate the engineering feasibility and effectiveness of the proposed exoskeleton in the intended operation task thereby requiring the user to exert significantly less force than when not wearing it.

Design and Analysis of Electro-mechanical Hybrid Anti-lock Braking System for Hybrid Electric Vehicle Utilizing Motor Regenerative Braking

Braking on low adhesion-coefficient roads, hybrid electric vehicle＇s motor regenerative torque is switched off to safeguard the normal anti-lock braking system （ABS） fimction. When the ABS control is terminated, the motor regenerative braking is readmitted. Aiming at avoiding permanent cycles from hydraulic anti-lock braking to motor regenerative braking, a novel electro-mechanical hybrid anti-lock braking system using fuzzy logic is designed. Different from the traditional single control structure, this system has a two-layered hierarchical structure, The first layer is responsible for harmonious adjustment or interaction between regenerative system and anti-lock braking system. The second layer is responsible for braking torque distribution and adjustment. The closed-loop simulation model is built. Control strategy and method for coordination between regenerative and anti-lock braking are developed. Simulation braking on low adhesion-coefficient roads with fuzzy logic control and real vehicle braking field test are presented. The results from simulating analysis and experiment show braking performance of the vehicle is perfect, harmonious coordination between regenerative and anti-lock braking function, significant amount of braking energy can be recovered and the proposed control strategy and method are effective.

Dynamic behaviors of rockslides subjected to brittle failure of locked segments

Locked segments are recognized as a critical role that controls the stability of rock slopes but remain an unclear and challenging problem with respect to their role incorporated into the failure mechanism.In order to study the effect of the locked segments on the initial failure process of rockslides,thirty-six groups of locked segment specimens with three different lithologies were prepared,direct shear tests were carried out to obtain the accelerations caused by brittle failure of the locked segment specimens.Experiment results showed that the maximum accelerations caused by the brittle failure of locked segment specimens was 2.91 g in the horizontal direction,and 3.18 g in the vertical direction.We took the Wangjiayan rockslide in 2008 Wenchuan earthquake as an example,the critical balance condition of the sliding mass under combined effect of gravity and accelerations induced by brittle failure of locked segment was analyzed,which indicated that the initial failure process of the Wangjiayan rockslides was notably influenced by the existence of the locked segment.The departure acceleration and direction of the Wangjiayan rockslide were proposed.The study results can provide a new insight into the understanding of the initial failure mechanism of rockslides with locked segments.

基于气动控制的蜡模成型实验装置设计与应用

针对手动式蜡模成型实验装置操作耗费人力且锁紧效率低,不便于操作的问题,设计了气动控制的蜡模成型实验装置,以气压为动力源,增设模具快速拆装和锁模机构,实现了气压自动压注的效果。实验表明:设计的气动蜡模成型实验装置成型的蜡模效果好,模具拆装和锁模效率比手动驱动方式提高了近3倍;将该装置应用在实验教学中,提高了学生实验参与度,实验反馈效果好。

单点锁紧装置后基座模块化更换虚拟建造分析

针对FPSO单点系泊系统锁紧装置插板和局部结构因反复焊修导致的焊接裂纹问题,提出一种模块化更换方案,以提高焊接质量、结构可靠性和现场施工效率。采用模块化更换方法,通过热弹塑性数值模拟评估单点锁紧装置后基座更换过程中的焊接变形,优化焊接顺序和坡口设计,以控制焊接过程中的变形和残余应力。同时,考虑模块边界设计和不同模块类型的特殊需求,以适应FPSO单点舱复杂结构的多样性。模拟结果显示,优化后的模块化更换方案实现了焊接变形的最小化,有效控制了焊接变形,保证了后基座模块化更换的装配精度,确保了与安装平面误差在可控范围内。模块化更换方案是一种有效的解决FPSO单点锁紧装置插板和局部结构焊接裂纹问题的方法,为后续相关在线维修或坞修提供参考。

基于充气薄膜的可展开帆板结构设计

充气薄膜结构具有质量轻、收纳比高的优势。通过理论分析及实验验证的方法,得到了充气薄膜管承载力矩与充气内压、管道内径、展开程度之间的映射关系。进一步通过“厚度包边”法处理二级展开帆板的厚度问题,设计了转动锁定、转动-滑移锁定、搭接锁定连接结构,提出薄膜管驱动的二级可展开矩形帆板、圆形帆板以及百叶窗式矩形帆板三种大尺度可展开帆板结构形式,并进行展开状态的模态仿真,对比其模态振型。本设计可为大尺度充气可展开结构形式提供参考。

高精度小型经纬仪转轴锁紧机构结构设计

随着光测设备对机动化、小型化的需求增多,受系统空间限制,原大型经纬仪的转轴锁紧机构复杂,占用空间大,加工难度大,并不适用小型经纬仪转轴锁紧。本文根据项目特点设计了小型经纬仪转轴锁紧结构,具有稳定性高、结构简单、加工难度小、占用空间小等特点,可以实现经纬仪在任意角度的转轴锁紧,实现凝视功能。其中对锁紧机构的组成与工作原理进行了详细的介绍与阐述,经过计算选择核心零件的材料,实践结果表明了该结构的合理性。

变电所门的设计要点简析

梳理变电所门的主要作用和设置要点;介绍变电所门的常见的“机械锁”和“门禁”两种形式的管理方式;结合气体灭火系统的特点,分别对两种管理方式下变电所的外门和相邻变电所之间双向开启弹簧门的特点进行分析,提出一种验证灭火剂喷射时能否顶开变电所门的公式,并结合气体灭火系统的要求提出合理建议;最后,分析低压柜长度对门设置的影响并提出建议。

一种采用Lock-Free同步机制的数据结构的研究

随着多核芯片在嵌入式实时系统中的广泛应用,采用传统锁机制对共享数据的访问会引起死锁、优先级翻转以及CPU饥饿现象,进而会影响系统整体性能的发挥,严重时还会导致不可估量的损失发生.为此,针对Skiplist的共享数据结构提出了一种Lock-Free的同步机制方法,对该方法的线性一致性进行了证明,并将其应用于混合关键任务的共享优先级调度队列中.经过实验,该方法在吞吐量、核利用率以及平均响应时间方面优于传统的基于锁机制的方法,有效地提升了多核运行的效率.

双叉戟状空间自锁吸能系统设计及吸能性能研究

自锁吸能系统可无需外加约束而避免元件在冲击荷载下的横向飞溅,具有广阔的应用前景。然而,已有自锁吸能系统大都只在特定方向具有自锁稳定性,构型复杂且造价昂贵,或截面形状特殊,不便拆装,制约了应用和推广。为此,该文提出了一种新型的多向自锁能量吸收系统,由具有双叉戟状横截面的薄壁管组成,拆装方式灵活便捷。当系统受冲击时,管件的管槽限制了相邻主体管的位移,使管件系统在空间多个方向的冲击载荷下,均可实现自锁,并且充分变形,稳定吸能。通过有限元分析,系统考察了双叉戟单管的几何参数效应以及阵列轮廓尺寸对系统吸能特性的影响。相较于已有的自锁系统,该文发展的双叉戟自锁吸能系统具有更优异的吸能特性。

面向悬浮光力系统的集成化反馈控制器研究

悬浮光力系统具有高灵敏度、高稳定性和低耗散等特点,有望发展成为新型高性能力学传感器。针对目前悬浮光力系统存在的反馈控制器兼容性差、软硬件成本高、集成度低等问题,提出了一种兼容多种反馈控制模式的软硬件设计方案,并研制了一套高度集成的反馈控制器,在160 mm×170 mm×42 mm的尺寸上集成了六通道模数/数模转换器、滤波器、现场可编程门阵列+微处理器(FPGA+ARM)等功能模块,并且开发了基于数字锁相环和比例积分微分(PID)控制器的控制算法,最终在同一套硬件系统上实现了跨尺度微粒的运动信息采集和反馈控制,以及数十赫兹至亚兆赫兹的感知带宽。实验结果表明,该集成反馈控制器能够实现超高真空(10-6 Pa量级)下亚微米及微米尺度微粒的稳定悬浮和运动控制。在扩展系统感知带宽的同时减小了整体体积,为悬浮光力传感技术的器件化奠定了基础。

悬挂式轨道梁与道岔梁间锁定补偿机构

[目的]为了补偿悬挂式单轨交通系统中移动式道岔在轨道梁与道岔梁接口之间预留的转辙安全缝隙,实现道岔转辙到位的可靠锁定,提高列车通过岔区时的安全性及旅客舒适度,提出一种梁间锁定补偿一体化机构,即锁定与补偿功能共用一处动力源,实现道岔转辙到位后先锁定再补偿的时序要求。[方法]介绍了悬挂式单轨道岔的应用现状及主要存在的问题,并对其应用场景进行了分析;介绍了悬挂式轨道梁与道岔梁的梁间锁定补偿机构的设计组成,并对该机构的运动工作原理进行了分析。[结果及结论]所提锁定补偿机构整体外形结构尺寸紧凑,能够满足悬挂式单轨移动式道岔梁与轨道梁之间狭小的安装空间。该机构通过一体化连杆的空间布局设计实现了梁间的可靠锁定、道岔梁与轨道梁间的接缝补偿,以及满足了锁定与补偿两处功能先锁定再补偿的时序要求。

基于全生命周期管理的FPSO单点锁紧机构风险分析

通过引入全生命周期管理的分析策略,在总结历史故障的基础上,评估其在不同阶段面临的环境与操作风险,提出针对性的改进措施,以期提高FPSO的安全运营水平。基于典型FPSO单点机构的载荷传递机理,分析浮筒与舱室的受力情况;通过案例研究,对原油田服役期间的故障原因进行深入剖析,并对新油田环境适应性改造进行评估;从技术与管理两个层面,提出未来运营中的风险要素分析及应对策略。研究揭示了单点机构在恶劣环境条件下面临的挑战,包括结构大变形、疲劳裂纹、操作失误等,并通过结构加强、定期维护、人员培训等措施有效降低了风险。

基于文献计量的“碳锁定”研究述评与发展前沿分析

开展“碳锁定”研究述评与发展前沿分析,对推进低碳领域研究工作具有重要参考意义。以2000—2022年“碳锁定”研究方面的中外文献为研究对象,从动力演化、解锁机制等方面对“碳锁定”研究进行系统评述;并应用文献计量分析软件,对文献的特征和关键词演变等方面进行系统梳理,结合战略坐标图对研究热点展开分析。研究结果表明,国外“碳锁定”研究在文献发表数量、团队规模、合作强度等方面表现稍优于国内;国内“碳锁定”主要研究方向集中在绿色低碳与可持续发展领域,而国外则更聚焦于全球气候与能源发展领域。未来的研究仍需探析区域和产业层面的情景化因素对“碳锁定”路径的差异化影响机制,并构建产业统筹为导向、区域协同为目标的碳解锁动态评估模型,以推动全球碳减排进程。

基于锁相环型扩张状态观测器的双惯量弹性伺服系统机械谐振抑制方法

针对双惯量弹性伺服系统存在的机械谐振问题,提出一种基于锁相环型扩张状态观测器(PLL-ESO)的机械谐振抑制策略。与常规ESO相比,PLL-ESO方法在相同的极点配置情况下具有更高带宽和更大相位裕度,有助于提高机械谐振的抑制动态特性和稳定性。实验结果表明,所提PLL-ESO方法可以有效地抑制机械谐振,且相比陷波滤波器和常规ESO方法具有更快的谐振抑制速度和更高的抑制精度。同时,实验还对观测器无阻尼固有频率和系统参数鲁棒性进行了分析,验证了PLL-ESO在宽无阻尼固有频率范围内都能抑制机械谐振,且输入参数摄动会影响谐振抑制的快速性和稳态精度。

基于修正雅可比旋量模型的C形闩机构偏差分析及优化

使用基于修正雅可比旋量模型的容差分析方法,对引导锁C形闩机构中C形闩的安装位置、运动精度进行分析,与3DCS软件结果进行对比,验证方法适用性。引用机器人运动学相关理论,将静态容差分析拓展到动态容差分析,对C形闩在运动过程中的位置精度进行分析,使用基于Taguchi的容差贡献度、灵敏度对其进行优化分析及容差设计,得出影响较大的因子。

旋转速度对铝合金锁底结构搅拌摩擦焊接头成形及力学性能的影响

目的针对密封性要求高的6082-T6铝合金特殊容器焊接接头强度低的问题,研究搅拌头旋转速度对锁底接头成形及力学性能的影响。方法首先选用焊接速度为47.5mm/min,搅拌针旋转速度分别为600、750、950 r/min的焊接工艺参数对6082-T6铝合金锁底结构进行搅拌摩擦焊接,分析不同旋转速度对锁底接头横截面形貌、显微组织及力学性能的影响。结果锁底结构搅拌摩擦焊的焊缝区均存在未焊透和弱连接缺陷;随着旋转速度的提高,“S”线逐渐增多并且向前进侧方向偏移,未焊透缺陷尺寸逐渐增大;接头热影响区沉淀相的尺寸随着旋转速度的提高而增大,且分布更密集;提高旋转速度会造成接头拉伸性能逐渐降低;其中在旋转速度600r/min下获得的接头抗拉强度达到母材的53%,而旋转速度为950r/min时接头抗拉强度仅为母材的48%,并且在断口处发现了大量富Fe相沉淀颗粒物。结论随着旋转速度的增大,热影响区所受焊接热循环的高温时间增长,冷却时间延长,含有富Fe的沉淀相明显可见且逐渐粗化变大,导致力学性能降低。试样断裂位置均沿接头底部未焊透区域开始断裂。