Temperature Dependence of Ultrasonic Longitudinal Guided Wave Propagation in Long Range Steel Strands

Ultrasonic guided wave inspection is an effective non-destructive testing method which can be used for stress level evaluation in steel strands.Unfortunately the propagation velocity of ultrasonic guided waves changes due to temperature shift making the prestress measurement of steel strands inaccurate and even sometimes impossible.In the course of solving the problem,this paper reports on quantitative research on the temperature dependence of ultrasonic longitudinal guided wave propagation in long range steel strands.In order to achieve the generation and reception of a chosen longitudinal mode in a steel strand with a helical shaped surface,a new type of magnetostrictive transducer was developed,characterized by a group of thin clips and three identical permanent magnets.Excitation and reception of ultrasonic guided waves in a steel strand were performed experimentally.Experimental results shows that in the temperature range from-4 ℃ to 34 ℃,the propagation velocity of the L（0,1） mode at 160 kHz linearly decreased with increasing temperature and its temperature dependent coefficient was 0.90（m·s-1 ·（℃）-1） which is very close to the theoretical prediction.The effect of dimension deviation between the helical and center wires and the effect of the thermal expansion of the steel strand on ultrasonic longitudinal guided wave propagation were also analyzed.It was found that these effects could be ignored compared with the change in the material mechanical properties of the steel strands due to temperature shift.It was also observed that the longitudinal guided wave mode was somewhat more sensitive to temperature changes compared with conventional ultrasonic waves theoretically.Therefore,it is considered that the temperature effect on ultrasonic longitudinal guided wave propagation in order to improve the accuracy of stress measurement in prestressed steel strands.Quantitative research on the temperature dependence of ultrasonic guided wave propagation in steel strands provides an important basis for the compensation of temperature effects in stress measurement in steel strands by using ultrasonic guided wave inspection.

PROPAGATION CHARACTERISTICS OF HIGH ORDER LONGITUDINAL MODES IN STEEL STRANDS AND THEIR APPLICATIONS

Propagation characteristics of high order longitudinal modes of ultrasonic guided waves in seven-wire steel strands are investigated theoretically and experimentally. According to these analysis results, proper longitudinal modes are selected for defect detection in steel strands. Dispersion curves for helical and central wires in a 17.80 mm nominal diameter seven-wire steel strand are numerically obtained firstly, and propagation characteristics of high-order longitudinal modes, such as wave structures, attenuation and dispersion, are analyzed. In experiments, the signals of ultrasonic guided wave at different high frequencies are excited and received at one end of a steel strand by using the same single piezoelectric transducer. The identification of longitudinal modes in the received signals is achieved based on short time Fourier transform. Furthermore, appropriate L（0, 5） mode at 2.54 MHz is chosen for detecting an artificial defect in a helical wire of the steel strand. Results show that high order longitudinal modes in a high frequency range with low dispersion and attenuation whose energy propagates mainly in the center of the wires can be used for defect detection in long range steel strands.

Experimental Study on Bonding Properties Between Steel Strand and Concrete at Cryogenic Temperatures

To study the bonding properties between steel strand and concrete at room and cryogenic temperatures, a series of center pullout experiments were conducted on 96 bonding anchorage specimens at the lowest temperature of-165 ℃. The impacts on the bonding property of such parameters as the temperature, concrete strength, the relative concrete cover thickness, and the relative anchorage length were analyzed. The test results indicate that the changes in temperature have a clear effect on the bonding property between steel strand and concrete. As the temperature decreases, the bond stress, which corresponds to a 1 mm slip of steel strand in relation to concrete, and the ultimate bond strength initially increase and subsequently decrease at the inflection point of-80 ℃. The impact of the concrete strength on the bonding property, as shown by the tensile strength and the moisture content interaction, indicates that the bond stress vs concrete strength curve initially increases and later decreases with a decrease in temperature; the bond stress vs concrete cover thickness curve linearly increases, but the bond stress vs anchorage length curve linearly decreases at first and finally levels off.

Monitoring damage evolution of steel strand using acoustic emission technique and rate process theory

Utilizing the acoustic emission(AE) technique, an experimental investigation into the damage evolution for steel strand under axial tension was described. The damage evolution model for steel stand relating the damage evolution to acoustic emission parameters was proposed by incorporating the AE rate process theory. The AE monitoring results indicate that damages occur in both elastic and plastic phases of steel strand. In elastic phase, AE signals are mainly sent out from the micro damage due to the surface friction among the wires of steel strand, while in plastic phase, AE signals emitted from the plastic deformation of wires. In addition, the AE cumulative parameters curves closely resemble the loading curve. The AE cumulative parameters curves can well describe the damage evolution process including the damage occurrence and damage development for steel strands. It is concluded that the AE technique is an effective and useful nondestructive technique for evaluating the damage characteristics of steel strand.

Health Monitoring-Based Assessment of Reinforcement with Prestressed Steel Strand for Cable-Stayed Bridge

This paper presents the method of reinforcing main girder of reinforced concrete cable-stayed bridge with prestressed steel strands.To verify the effectiveness of external prestressed strand reinforcement method.Static load tests and health monitoring-based assessment were carried out before and after reinforcement.Field load test shows that the deflection and stress values of the main girder are reduced by 10%~20%after reinforcement,and the flexural strength and stiffness of the strengthened beam are improved.The deflection and strain data of health monitoring of the specified section are collected.The deflection of the second span is 4 mm~10 mm,the strain range of the upper edge of the second span is-10με~-40με,and the strain range of the lower edge is 30με~75με.These values show the deflection and strain values fluctuate within a prescribed range,verifying the safety of the bridge.The reinforcement method of prestressed steel strand is feasible and effective.It can provide reference basis for the application of external prestressed strand reinforcement technology in similar projects.

Research on stress distribution between wires of single thigh steel strand

A three-dimensional contact model of 1×7 steel strand was established. Contact point was searched by Splitting-pinball algorithm, and Augmented-Lagrangian algorithm was applied for analysis of contact loads. The exerted tensile loads to the model were analyzed using finite element method. After analyzing calculation results, the laws of steel wire stress distribution in axis direction and in its cross-section were found. Friction coefficients were set as 0.10, 0.11, and 0.12, respec- tively, to obtain the influence law of friction coefficient to steel wire stresses. Research result shows that friction coefficient has significant influence on the shear stress of steel wire. Analyzed the calculation results of steel strand with five different lay pitch multiples and got the influence law of lay pitch multiple to the stresses of steel wire in steel strand. The Von Misses stress of steel wire increases following with the increasing of lay pitches nmltiples, but the increment value is not very prominent. The shear stress of steel wire decreases following the increase of lay pitch multiple, and the changing amplitude is large when lay pitch multiple is small. Finally, carried out a steel strand tensile deformation test and the consistency of test results with the calculation results shows that the selected model is reasonable.

Application of Fiber Optic Sensor Technology in Intelligent Steel Strand

A twisted fiber optic sensor based on intensity modulation is described. The principle and structure of the sensor and the choice of steel strand modules are introduced. The sensor is used to determine the tensile strain and distribution. The experimental results show that the change of the transferring light power has an approximate linear relation with the outer force. The intelligent steel strands with this kind of sensor will have a good application in monitoring the concrete crack and deformation distribution in huge structures such as dams and bridges.

A novel smart steel strand based on optical-electrical co-sensing for full-process and full-scale monitoring of prestressing concrete structures

As the main load bearing component,the steel strand has a significant impact on the safety of civil infrastructure.Real-time monitoring of steel strand stress distribution throughout the damage process is an impor-tant aspect of civil infrastructure health assessment.Hence,this study proposes an optical-electrical co-sensing(OECS)smart steel strand with the DOFS and CCFPI embedded in.It can simultaneously measure small strains in the initial damage phase with high accuracy and obtain information in the large deformation phase with relatively low precision.Several experiments were carried out to test its sensing performance.It shows both DOFS and CCFPI have good linearity,repeatability and hysteresis.In comparison to DOFS,CCFPI has a relatively lower accuracy and resolution,but a large enough measurement range to tolerate the large strain in the event of a steel strand failure.To verify the reliability of the proposed smart steel strand in real structures,the strand strain distribution in the full damage process of bonded prestressed beams under four-point bending loading was monitored using the smart steel strand as a prestressing tendon.The strain measured by the OECS steel strand is shown to reflect the deformation and stiffness variation of prestressed beams under different load.

护套不同破坏形式下钢绞线的腐蚀特性研究

PE护套破坏是导致斜拉索中钢绞线发生腐蚀的直接原因。为了研究护套不同破坏形式下钢绞线腐蚀形态特征及力学性能退化规律,基于钢绞线电化学加速腐蚀试验,通过静力拉伸试验测定腐蚀钢绞线力学性能参数。结果表明:PE护套在两种破坏形式下钢绞线的锈蚀形态不同。PE护套环向破坏时,腐蚀产物在损伤口两端堆积,而纵向破坏时,腐蚀产物堆积在两侧;通过钢绞线腐蚀损伤评定,发现护套环向破坏时,钢绞线的腐蚀率随着时间呈指数增长,而纵向破坏时为线性增长,说明前者的腐蚀损伤危害要大于后者;护套两种破坏形式下,腐蚀钢绞线的力学性能不同,环向破坏后腐蚀钢绞线的承载力小于纵向破坏形式;在弹性模量和抗拉强度方面,环向破坏时,钢绞线的损伤率在20%以内时快速衰减,随后衰减缓慢,而纵向破坏时,腐蚀钢绞线的弹性模量和抗拉强度随损伤率呈线性衰减。PE套管环向破坏时,腐蚀钢绞线的力学性能损耗较大,在实际工程中应当重点关注。

马鞍山长江公铁大桥2100 MPa高强度钢绞线斜拉索及锚具研制

巢马铁路马鞍山长江公铁大桥副汊航道桥为(58+168+392+168+58)m双塔三索面钢桁梁斜拉桥,斜拉索设计采用抗拉强度2100 MPa、抗疲劳应力幅280 MPa的∅15.2 mm低松弛PE镀锌钢绞线拉索。为保证高强度钢绞线斜拉索的力学及锚固性能,根据其技术指标要求,在1860 MPa钢绞线基础上,研制2100 MPa钢绞线及配套锚具。通过提高钢绞线原材料盘条中C、Si、Mn元素含量及改进钢丝拉拔工艺,选择直径14.0 mm的PQS92Si-HT盘条为2100 MPa钢绞线原材料。为提高钢绞线的锚固性能,夹片选择20CrMnTi钢,夹片长度52 mm、牙高0.45 mm、锥角6°10′、表面粗糙度R a3.2以上且表面硬度不低于56 HRC。根据2100 MPa钢绞线锚具的载荷变化和现行锚具锚板的材料性能,锚板选择40Cr钢,并进行调质处理。对研制的2100 MPa钢绞线及配套锚具进行单孔锚及斜拉索锚具组件疲劳试验及疲劳后静载试验。结果表明:研制的2100 MPa钢绞线及其锚具组件均满足规范要求,可应用于马鞍山长江公铁大桥副汊航道桥。

蚀坑尺寸对高强钢绞线应力集中影响研究

使用有限元软件ABAQUS 6.14-1建立1860级七丝高强钢绞线的实体模型,并在其上预设蚀坑,针对应力集中现象做仿真分析。通过改变半圆球蚀坑和三轴椭球体蚀坑的尺寸参数,研究其对应力集中的影响,并在椭球蚀坑中综合比较长宽深对高强钢绞线应力集中系数的影响程度。结论如下:在半圆球蚀坑中,逐步增大半径尺寸,应力集中系数也随之增大。在蚀坑半径较小的时候,增长速度较快,当尺寸增大到一定值后,增长速度变缓。在椭球蚀坑中,长度增加,应力集中系数随之不断减小,而宽度和深度增加,应力集中系数则随之增大,对各尺寸变化所对应的应力集中系数进行拟合,都表现出明显的线性关系。其中,深度对应力集中影响最大,而宽度因子和长度因子差异不大。对比蚀坑对钢丝的影响规律并结合吊杆疲劳试验结果,验证了模型的可靠性。

后插无粘结钢绞线U形管承压型抗拔桩工程应用

后插无粘结钢绞线U形管承压型抗拔桩技术是一种新型研发的抗浮技术,该技术具有桩身混凝土在使用周期内始终处于受压状态,充分发挥了混凝土的抗压性能,桩身不产生裂缝,无需进行裂缝宽度验算,耐久性好,使用范围广、工期快、造价低等优点。本文结合工程应用实例,详细介绍了后插无粘结钢绞线U形管承压型抗拔桩工程施工工艺,为后续类似工程的高质量施工提供参考。

基于永磁效应的钢绞线应力检测方法研究

基于永磁效应提出一种新的钢绞线无损应力检测方法,由永磁体的分子环流模型推导了矩形永磁体磁场强度分布,建立反映钢绞线应力与传感器内永磁体磁感应强度的力-磁关系理论模型。利用Ansys Maxwell电磁有限元软件对力-磁关系理论模型进行了数值分析。结果表明,钢绞线的受力状态与永磁磁感强度存在函数对应关系,以轴线中点为原点,原点起始磁强数值最高,此时钢绞线应变应力增大,磁感应强度数值沿两侧按一定规律逐渐减小。据此,提出一种新型的应力检测传感结构,并搭建了试验验证平台。试验数据分析表明,在多次加、卸载循环下,加载时磁通量随应力增大而减小,卸载时磁通量随应力减小而增加,线性函数和二次函数均能较好地描述磁感强度与应力应变值之间的相互关系,验证了笔者提出的检测理论和传感结构的可行性和有效性。

预应力钢绞线感应加热及其丝间接触模拟研究

预应力钢绞线感应加热是一复杂工艺过程,利用多物理场仿真软件对该过程进行模拟,可为工艺优化提供基础。对于几何方面,由于工艺的连续性,难以确定钢绞线丝间接触情况;对于物理场方面,感应加热是涉及多场的强耦合、强非线性过程。针对以上情况,根据两种丝间接触情况建立了三维钢绞线几何模型,描述了非线性材料参数,建立了相对磁导率关于温度和磁通密度的数值模型,测定了现场温度数据,判断了边丝间是否接触,分析了接触面宽度对加热效果的影响。结果表明:边丝之间是接触的,且现场温度数据与模拟结果较为吻合,验证了模拟的正确性。

宜宾新市金沙江大桥主桥总体设计

宜宾新市金沙江大桥主桥为(304+680+304)m双塔双索面钢桁梁斜拉桥,采用半飘浮体系,在桥塔横梁顶设置含限位功能的纵向阻尼器,两岸边跨各设置1个辅助墩。桥塔采用宝瓶形钢筋混凝土塔,四川岸和云南岸塔高分别为290.2 m和297.5 m,由上、中、下塔柱和上、中、下横梁及下塔柱横向连接隔板组成。主梁采用钢桁梁与钢-混组合桥面板的板桁结合型式,主桁横向中心距28 m,桁高6.8 m,标准节间长6.8 m,上、下弦杆与腹杆呈“N”形布置,采用焊接整体节点。桥面板采用钢-混组合桥面板。斜拉索采用环氧喷涂钢绞线体系,疲劳应力幅280 MPa,斜拉索在主桁上采用锚拉板锚固方式,在桥塔上采用钢锚梁锚固方式。采用桥面全回转吊机进行主桁、横桁单元件安装;钢-混组合桥面板滞后主梁2个节段施工。

烧结机煤气消耗量预测模型的性能比较研究

针对钢铁企业烧结机煤气消耗量预测精度较低的问题,研究建立差分自回归移动平均模型(ARIMA)、长短期记忆网络模型(LSTM)和极端梯度提升模型(XGBoost),用于预测烧结机的高炉煤气消耗量,利用钢铁联合企业的实际数据对比验证了预测模型性能。结果表明,XGBoost模型的预测精度高于ARIMA模型和LSTM模型。XGBoost模型的MAPE为3.45%,RMSE为703.53 m^(3)/min,R^(2)为99.91%,鲁棒性和泛化能力较强。此外,为了强化预测模型与烧结机不同运行状态间的联系,对烧结机不同运行状态的煤气消耗量进行预测。LSTM模型在烧结机正常生产状态表现出最好的预测效果,XGBoost模型则在烧结机减产和增产状态预测效果最佳。

装配式桥梁预埋钢绞线吊环受力性能试验研究

针对装配式桥梁预制件的预埋钢绞线吊环受力性能展开试验研究。考虑吊环形状、埋置深度、是否设置P锚等参数,共设计制作了6个不同的钢绞线吊环,通过拔出试验对钢绞线吊环的力学性能进行了测试。试验结果表明,钢绞线与混凝土黏结强度较低,很难充分发挥其抗拉强度;在钢绞线埋置端设置P锚和锚固钢板,可大幅提高其承载力并减小埋置深度。此外,对某高速公路130 t预制桥墩在原位竖直起吊、放倒和扶直等过程中钢绞线吊环的应变进行测试,验证了预埋钢绞线吊环的安全性,指出了钢绞线吊环受力的不均性特性,并对实际工程吊环设计提出优化建议。

缓粘结预应力钢绞线的应用与研究

研究分析了缓粘结预应力钢绞线在建筑工程中的优势和挑战。优势主要体现在其提高了结构稳定性、延长了使用寿命、减少了维护成本以及较强的适应性。然而,施工中仍存在技术要求高、周期长和成本高等挑战。研究进行了成本效益评估,并提出了相应的成本控制和效益提升对策。最后,展望了该技术在建筑工程中的应用前景,并指出随着科技和工程技术的发展,该技术将进一步得到拓展和完善。

基于小波包分解的钢绞线拉伸损伤评价方法研究

钢绞线长期承受载荷时容易出现磨损、锈蚀及断丝等各种损伤,对其进行损伤监测尤为重要。声发射检测技术由于动态检测的特点,在钢绞线损伤监测中具有明显优势。本文首先对钢绞线进行拉伸加载测试,对钢绞线整个损伤过程进行声发射监测,采集拉伸裂纹萌生、扩展及断裂阶段的声发射信号。然后采用小波包分解对不同损伤阶段的声发射信号进行处理,计算这些阶段的频谱特征和能量分布。最后通过对比分析不同损伤阶段声发射信号的频谱特征和能量分布图,找出不同损伤阶段的信号特征信息,实现对钢绞线损伤过程的定量评价。该方法还可以应用于其他金属材料损伤过程的定量评价。

碟簧-钢绞线自复位防屈曲支撑力学性能分析与数值模拟

介绍了碟簧-钢绞线自复位防屈曲支撑及其受力特性,通过有限元软件Abaqus建立数值模型,研究支撑滞回性能、自复位特性以及耗能能力。研究结果表明:碟簧-钢绞线自复位防屈曲支撑具有较好的滞回性能、耗能能力及自复位特性,该支撑的自复位性能随着复位比及刚度比的增加而提高,耗能能力随复位比及刚度比的增加而减少。