共查询到20条相似文献，搜索用时 140 毫秒
1.
以南京江心洲大桥为工程背景,对空间缆索自锚式悬索桥主鞍座的相关问题进行研究.以大型通用有限元程序为平台,采用二次开发技术,建立精细化有限元模型,在此基础上采用合理的加载模式对其进行空间受力分析,并阐述与空间主鞍座相匹配的主缆切点简化修正方法.结果表明:空间主缆在成桥状态对主鞍座横向力的作用会造成鞍槽外侧壁应力大于内侧壁的应力;主缆横向体积力会对主鞍座压紧装置和鞍体产生梯度分布的竖向挤压力;自锚式悬索桥体系转换过程中缆索的几何非线性效应显著,体现在空缆到成桥状态主缆与主鞍座空间切点位置会有较大的变化. 相似文献
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王能宇 《石家庄铁路职业技术学院学报》2008,7(2):27-30
浙江海盐塘桥工程为一新型的自锚式悬索桥结构.该桥主梁不设纵向预应力钢束,塔顶不设鞍座,主缆、吊杆为钢绞线索,主缆梁端锚固,塔顶张拉.结合海盐塘桥工程的施工控制分析,介绍自锚式悬索桥上部索结构主缆、吊杆的施工工艺和索力控制技术,为同类桥梁的设计和施工提供了参考意义. 相似文献
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《浙江大学学报(A卷英文版)》2020,(7)
目的:温度对大跨度桥梁的力学性能影响显著。针对大跨度钢箱梁悬索桥,本文采用数值方法分析日温度变化引起的结构静力响应,对比设计车荷载,以评估温度静力效应的影响。创新点:1.基于数值方法对比大跨度悬索桥温度静力效应与设计车荷载效应,评估温度效应的影响;2.阐明悬索桥主要构件温度效应对总体温度效应的贡献及相互之间的影响。方法:1.建立现场环境和结构响应的结构健康监测系统,并进行长期监测;2.通过精细化有限元分析方法实现桥梁温度荷载和温度效应的精准数值计算。结论:1.温度对大跨度悬索桥跨中位移的影响明显,其一天的变化约是设计车荷载位移的10%;箱型主梁横向温差是导致桥面横向倾斜的主要因素。2.箱梁温度应力显著大于车荷载引起的应力;部分次要构件的温度应力成为主要荷载效应。3.主缆竖向倾角越大,温度应力越大;吊杆温度效应主要受其长度和两端相对变形的影响。4.桥塔温度效应不仅受其自身温度的影响,也会受到来自主缆温度响应的较大影响。5.本文结论是基于一天温度变化的影响,而温度效应在更大时间尺度上的影响会更为严重。 相似文献
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基于结构健康监测系统的悬索桥运行模态识别(英文) 总被引：2，自引：0，他引：2
介绍了联合应用峰值法和互谱法的模态参数识别方法,并提出了一种新的主梁振型优化方法.将上述方法应用于润扬大桥悬索桥的运行模态识别系统中,利用结构健康监测系统采集的振动响应数据获取结构的模态参数.作为应用实例,对台风麦莎作用下的主梁、主缆和桥塔振动响应数据进行了模态参数识别.结果表明:主梁部分振型的模态频率不仅能从主梁的振动响应识别出来,而且能够从主缆和桥塔振动响应中识别,主粱、主缆和桥塔之间存在较强的耦合振动.此外,将运行模态的识别结果和成桥之初的现场测试结果进行了对比,二者识别结果整体上吻合较好,但运行模态系统识别的部分振型模态频率,如L1和L2,发生了较明显的下降. 相似文献
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目的:Q345R是中国应用最多、最广泛的压力容器钢板材料,其低温韧性在国际上被严重低估。本文旨在通过大量试验研究,探明Q345R在低温下的实际韧性表征,得到其特有的冲击试验豁免曲线,并确定其合适的使用温度范围。创新点:1.基于大量低温试验数据,并考虑应变率的影响,得到了Q345R特有的冲击试验豁免曲线;2.采用主曲线方法代替纯冲击试验方法评价Q345R低温韧性,得到了基于主曲线方法的Q345R豁免曲线;3.通过比较两类韧性评价方法所得的豁免曲线,最终确定合适的Q345R使用温度范围。方法:1.利用试验获得大量的冲击试验数据(图3),通过计算K1(min)–t关系(图5)和Kc–T关系(图9),并考虑应变率的影响(公式(18)),得到Q345R特有的冲击试验豁免曲线(图10);2.利用试验方法获得Q345R的主曲线(图4),并用其代替原来的Kc–T关系,得到基于主曲线方法的Q345R豁免曲线(图14);3.比较两类方法的K1d–T关系(图13)和豁免曲线(图14)。结论:1.Q345R的低温韧性在国际上被严重低估;2.得到了Q345R特有的冲击试验豁免曲线及其合适的使用温度范围;3.主曲线方法的引入能进一步拓展Q345R的使用温度范围。 相似文献
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详细介绍了寿宁县九岭溪钢筋混凝土加劲桁架式悬索桥主缆架设、桁架预制、拼装、拖运和吊装的施工方法,对该形式的悬索桥施工进行经验总结并提出改进措施. 相似文献
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平面应力和平面应变状态下主应力和主应变方向的确定,无论是在工程应用还是在材料力学教学中都是非常重要的难点。本文提出了一种既易于理解又便于掌握的简捷实用方法。 相似文献
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混凝土早期变形是影响混凝土结构耐久性的主要原因之一.因此,监测混凝土硬化早期的收缩应变对保证混凝土结构的耐久性有重要意义.本文运用埋设型光栅布拉格光纤(FBG)应变传感器监测混凝土的早期变形性能.由于FBG应变传感器同时感应温度和变形,需要进行温度补偿,分别采用精度高但价格贵的FBG温度计和精度一般但价格较低的热电偶温度计分别进行温度补偿,对混凝土试件硬化早期的水化温度、收缩应变进行了实时监测.结果表明两种不同补偿方法都比较精确地监测了混凝土硬化早期的温度和应变.通过分析得出了两种监测方法的优缺点. 相似文献
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对CFRP约束预压混凝土的轴压性能试验进行研究,并对混凝土的峰值应变的影响因素进行分析。结果发现,对于CFRP约束预压混凝土,峰值应变的主要影响因素可归结为等效圆柱约束刚度Er,混凝土弹性模量Ec和预加轴压比B三个因素。参考已有峰值应变模型,结合参数分析,对已有峰值应变模型进行改进,提出CFRP约束轴压预压混凝土的峰值应变预测模型,为CFRP约束预压混凝土的应力-应变模型的参数确定提供计算方法。 相似文献
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为研究自锚式悬索桥主缆锚固区的应力分布及传力机制,以烟台夹河大桥为例,在桥梁体系转换过程中对锚固区布置测点进行应力监测。随后基于多尺度有限元方法,分别从宏观和局部尺度建立全桥杆系模型和锚固区局部精细模型,依据平截面假定在模型界面处建立控制方程,形成多尺度模型耦合。将关键工况下的测点监测结果与多尺度模型和局部精细模型的计算结果进行对比,并将多尺度模型用于主缆锚固区力学性能分析。结果表明：多尺度模型可有效改善局部模型边界的圣维南效应,与实测值更为相符;锚固区整体以受压为主,主要受力构件纵桥向应力自锚固端向跨中方向呈增大趋势;压重混凝土与钢结构共同受力,使锚固区相应构件的应力分布更加均匀;主缆力首先传递至腹板F1、F2,然后逐步传递至底板,最终各构件受力达到稳定状态。 相似文献
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针对对称铣削系统在加工过程中会出现协同位姿误差的问题,提出一种考虑温度变化的对称铣削系统协同位姿误差预测与补偿方法。在恒温条件下,将对称铣削系统的工作空间划分为平动轴运动空间和旋转轴运动空间,提出一种在采样点误差已知情况下的误差预测算法|在变温条件下,通过测量分析对称铣削系统的热误差,提出一种能够快速确定任意温度下系统误差的方法。在误差补偿方面,提出一种递归算法补偿系统误差,并在对称铣削系统上进行实验。结果表明,在恒温条件下,补偿后的协同位置精度及姿态精度分别提高了78.42%和 57.03% ,在变温条件下分别提高了 79.14%和 62.79%,验证了该算法的有效性。 相似文献
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The life of shipboard cables will decrease due to the complex aging processes. In terms of the safety perspective, remaining life prediction of the cable is essential to maintain a reliable operation. In this paper, firstly, based on Arrhenius equation, residual life of new styrene-butadiene cable is calculated; result indicates that the degradation rate which changes with time is proportional to thermal temperature. Then second order dynamic model is adopted into the residual life prediction, combined with the time-temperature superposition method （TTSP）, and a new residual life model is proposed. According to the accelerated thermal aging experiment data and Arrhenius equation, TTSP method demonstrates to be an efficient way for life prediction, and life at normal temperature can be estimated by this model. In order to monitor the state of styrene-butadiene cable more accurately, an improved residual life model based on equivalent environment temperature of cable is proposed, and life of cable under real operation is analyzed. Result indicates that this model is credible and reliable, and it provides an important theoretical base for residual life of cables. 相似文献
13.
非均匀电场中氢原子的能级和波函数 总被引：1，自引：1，他引：0
江俊勤 《广东教育学院学报》2008,28(5):55-59
研究氢原子第二和第三激发态（n=3和4）在正交非均匀电场中的能级和波函数．讨论了能级分裂,绘制了零级近似下氢原子的电子概率角分布图． 相似文献
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Stay cables, the primary load carrying components of cable-stayed bridges (CSBs), are characterised by high flexibility which increases with the span of the bridge. This makes stay cables vulnerable to local vibrations which may have significant effects on the dynamic responses of long-span CSBs. Hence, it is essential to account for these effects in the assessment of the dynamics CSBs. In this paper, the dynamic responses of CSBs under vehicular loads are studied using the finite element method (FEM), while the local vibration of stay cables is analyzed using the substructure method. A case study of a cable-stayed steel bridge with a center span of 448 m demonstrates that stay cables undergo large displacements in the primary mode of the whole bridge although, in general, a cable’s local vibrations are not obvious. The road surface roughness has significant effects on the interaction force between the deck and vehicle but little effect on the global response of the bridge. Load impact factors of the main girder and tower are small, and the impact factors of the tension of cables are larger than those of the displacements of girders and towers. 相似文献
16.
A double strut cable dome structural system was presented to improve the mechanical behaviour of a cable dome. This structure has good stability and is convenient to construct. To investigate its construction method and static performance, a structural model with a 6-m diameter was designed. From the nodal equilibrium equation, the calculation formulas for the prestress distribution with self-weight considered were deduced. Two types of construction methods, namely, assembling at high altitude and integral lifting, were adopted in the shape-forming process of the double strut cable dome, monitoring the internal force of the cable-strut components and the structural deformation. According to loading tests under full-span load and half-span load, the static behaviour of the structure was obtained and compared with the results from finite element analysis. Using the formulas deduced in this paper, the actual initial prestress considering self-weight for a double strut cable dome can be obtained accurately. This structure was suitable for tensioning the outer diagonal cables to apply prestress. Combined with the construction method for integral lifting, the difficulty and workload of the construction process can clearly be reduced, making the structure favourable for engineering application. Under an external load, the internal force of the ridge cables and inner diagonal cables decreases and the internal force of the other components increases. The results of the model tests were in good agreement with those of the finite element analysis. 相似文献
17.
A shelter system based on cable-strut structures,consisting of compressive struts and high-tensile elements,is described in this paper.The deployment of the shelter is achieved by tightening inclined cables.Lower cables are used to terminate the deployment.The state of self-stress of the cable-strut structures in the fully deployed configuration is given,and the minimum strut length and the maximum load design of the shelter are discussed.The mechanical behavior of the system was studied under symmetrical and asymmetrical load cases.The results show that the shelter in the deployed configuration satisfies the ultimate limit and the serviceability limit state conditions.Finally,the stability of the cable-strut system is investigated,considering the effect of imperfections on the buckling of the shelter.We conclude that the influence of imperfections based on the consistent imperfection mode method is not significant. 相似文献
18.
This paper proposes a new numerical simulation method for analyzing the parametric vibration of stay cables based on the theory of nonlinear dynamic response of structures under the asynchronous support excitation. The effects of important parameters related to parametric vibration of cables, i.e., characteristics of structure, excitation frequency, excitation amplitude, damping effect of the air and the viscous damping coefficient of the cables, were investigated by using the proposed method for the cables with significant length difference as examples. The analysis results show that nonlinear finite element method is a powerful technique in analyzing the parametric vibration of cables, the behavior of parametric vibration of the two cables with different Irvine parameters has similar properties, the amplitudes of parametric vibration of cables are related to the frequency and amplitude of harmonic support excitations and the effect of distributed viscous damping on parametric vibration of the cables is very small. 相似文献
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基于长线传输理论 ,研究变频调速系统中电机端过电压的产生机理 ,分析电缆长度和特性阻抗变化对过电压的影响 .并根据阻抗匹配原则 ,设计一套安装在电机端的阻抗匹配网络 ,经实验证明能有效地抑制电机端过电压 相似文献