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I-beam Crack Identification Based on Study of Local Flexibility due to Crack 被引量:3
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作者 LI Bing CHEN Xuefeng HE Zhengjia 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2011年第6期1116-1122,共7页
Local flexibility of crack plays an important role in crack identification of structures.Analytical methods on local flexibility in a cracked beam with simple geometric crossing sections,such as rectangle,circle,have ... Local flexibility of crack plays an important role in crack identification of structures.Analytical methods on local flexibility in a cracked beam with simple geometric crossing sections,such as rectangle,circle,have been made,but there are some difficulties in calculating local flexibility in a cracked beam with complex crossing section,such as pipe and I-beam.In this paper,an analytical method to calculate the local flexibility and rotational spring stiffness due to crack in I-beam is proposed.The local flexibility with respect to various crack depths can be calculated by dividing a cracked I-beam into a series of thin rectangles.The forward and inverse problems in crack detection of I-beam are studied.The forward problem comprises the construction of crack model exclusively for crack section and the construction of a numerically I-beam model to gain crack detection database.The inverse problem consists of the measurement of modal parameters and the detection of crack parameters.Two experiments including measurement of rotational spring stiffness and prediction of cracks in I-beam are conducted.Experimental results based on the current methods indicate that relative error of crack location is less than 3%,while the error of crack depth identification is less than 6%.Crack identification of I-beam is expected to contribute to the development of automated crack detection techniques for railway lines and building skeletons. 展开更多
关键词 CRACK iDENTiFiCATiON i-beam local flexibility
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Finite element analysis on temperature field and residual stress of welding assembly for I-beam and end-plate
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作者 贾栗 赵永生 +1 位作者 邹增大 邹勇料 《China Welding》 EI CAS 2013年第1期16-20,共5页
Based on full scale model of 1-beam and end-plate welding assembly with medium plate, welding temperature field and residual stress were simulated, infrared thermometers were employed to measure the real-time temperat... Based on full scale model of 1-beam and end-plate welding assembly with medium plate, welding temperature field and residual stress were simulated, infrared thermometers were employed to measure the real-time temperature Jbr verification purposes. Results show that the measured thermal cycle curves match well with the simulation result. Simulation results of welding residual stress indicate that the values of longitudinal and transverse stress on the upper surface of the plate are higher than the normal stress; higher tensile stresses exist at the end of the web weld toes and in the central area of the flange weld toes. The dangerous zones are located at the central areas of weld toes of the flange welds and near weld toes of the web welds. 展开更多
关键词 i-beam and end-plate welding assembly temperature field residual stress finite element analysis
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Laser-Based Guided Wave Propagation and Mode Decomposition in Detecting the Integrity of Structural I-Beams
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作者 Peter Tse Faeez Masurkar 《Journal of Computer and Communications》 2018年第1期42-55,共14页
This paper addresses the studies carried out on an I-beam to reveal the wave propagation characteristics and tackle the multi-mode propagation of Lamb waves. The experimental setup consisted of a new 3D Scanning Laser... This paper addresses the studies carried out on an I-beam to reveal the wave propagation characteristics and tackle the multi-mode propagation of Lamb waves. The experimental setup consisted of a new 3D Scanning Laser Doppler Vibrometer manufactured by Polytec (3D-SLDV) and was used to acquire high resolution time-space Lamb waves that were propagating in the I-beam. A high power and pulsed Nd:YAG laser was used to emit the required Lamb waves. The emission and sensing of the waves were carried out simultaneously. The wave propagation data was recorded by scanning the surface of the I-beam in a sequential manner. The measured data was used to construct the wave patterns that were propagating in the I-beams at different time instants. Furthermore, as the waves in an I-Beam propagate with multiple modes even at low frequency range, filtering was carried out in the frequency-wavenum- ber domain in order to decompose the modes. The results presented thereby confirm that the new 3D-SLDV possesses tremendous capability in revealing the wave propagation characteristics and its interaction with defect. The results could be the first time that the waves propagating in a real I-beam can be visually observed, whilst in the past, it can only be visualized through simulation. The capability of using such totally laser-based 3D inspection system to reveal the characteristics of Lamb wave and its interaction with defects are substantial. 展开更多
关键词 LASER System i-beam LAMB WAVES Mode Decomposition Surface Defect
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Two Multi-Objective Genetic Algorithms for Finding Optimum Design of an I-beam
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作者 Ali Khazaee Hossein Miar Naimi 《Engineering(科研)》 2011年第10期1054-1061,共8页
Many engineering design problems are characterized by presence of several conflicting objectives. This requires efficient search of the feasible design region for optimal solutions which simultaneously satisfy multipl... Many engineering design problems are characterized by presence of several conflicting objectives. This requires efficient search of the feasible design region for optimal solutions which simultaneously satisfy multiple design objectives. Genetic algorithm optimization (GAO) is a powerful search technique with faster convergence rates than traditional evolutionary algorithms. This paper applies two GAO-based approaches to multi-objective engineering design and finds design variables through the feasible space. To demonstrate the utility of the proposed methods, the multi-objective design of an I-beam will be presented. 展开更多
关键词 GENETiC ALGORiTHM MULTi-OBJECTiVE i-beam OPTiMiZATiON
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Optimization of Sectional Dimensions of I-Section Flange Beams and Recommendations for IS 808: 1989
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作者 Himanshu Gaur Krishna Murari Biswajit Acharya 《Open Journal of Civil Engineering》 2016年第2期295-313,共19页
This study covers optimization of I-sectional flange beams. Scope of this study is limited to medium weight flange beams of Table 1 of IS 808:1983 but it can be further extended for the other sections of this code. Be... This study covers optimization of I-sectional flange beams. Scope of this study is limited to medium weight flange beams of Table 1 of IS 808:1983 but it can be further extended for the other sections of this code. Best possible geometric shape of the cross-section is found for maximum performance of the beam with minimum material consumption. All possible loading conditions are considered in the study for which a beam in flexure undergoes in its life. ANSYS software program is used for the analysis and optimizing the sections. It is found that sections MB 125, MB 300 and MB 400 of Table 1 of IS 808 are not the optimum sections but other alternative of these cross-sections is available which within the same material consumption performs better than these sections of IS code. 展开更多
关键词 Finite Element Analysis Flange beam i-SECTiON OPTiMiZATiON
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I形组合梁病害成因及空间横向分布受力特性研究
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作者 张海君 《山西交通科技》 2024年第3期69-72,共4页
以G55二广高速公路采用的小翼缘装配式I形组合梁桥为研究对象,为接近实际结构的受力状态,利用有限元软件建立三维实体模型,并对其进行了仿真和分析。对不同设置条件下横隔板对薄腹式装配式I形梁竖向挠度、横向挠度的影响进行了比较分析... 以G55二广高速公路采用的小翼缘装配式I形组合梁桥为研究对象,为接近实际结构的受力状态,利用有限元软件建立三维实体模型,并对其进行了仿真和分析。对不同设置条件下横隔板对薄腹式装配式I形梁竖向挠度、横向挠度的影响进行了比较分析,得出主梁竖向及侧向受力横向分布的规律以及I形组合梁病害产生的原因。基于此,提出了增设横隔板和体外预应力的加固方案,为同类桥梁结构的加固设计提供了借鉴。 展开更多
关键词 装配式i形组合梁 横隔板 体外预应力 仿真分析
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LINEAR ACTIVE STRUCTURES AND MODES (Ⅱ) —DISCRETE SYSTEMS AND BEAMS
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作者 王永刚 龚靖School of Civil Engineering and Mechanics +10 位作者 Xi'an Jiaotong University Xi'an 710049 P.R.China Department of Civil Engineering Northeast China Institute of Electric Power Jilin 132012 P.R.China 张景绘School of Civil Engineering and Mechanics Xi'an Jiaotong University Xi'an 710049 P.R.China 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2004年第8期854-862,共9页
The basic concepts about the active structures and some attributes of the modes were presented in paper “Liner Active Structures and Modes]( I) ". The characteristics of the active discrete systems and active be... The basic concepts about the active structures and some attributes of the modes were presented in paper “Liner Active Structures and Modes]( I) ". The characteristics of the active discrete systems and active beams were discussed, especially, the stability of the active structures and the orthogonality of the eigenvectors. The notes about modes were portrayed by a model of a seven-storeyed building with sensors and actuators. The concept of the adjoint active structure was extended from the discrete systems to the beams that were the representations of the continuous structures. Two types of beams with different placements of the measuring and actuating systems were discussed in detail. One is the beam with the discrete sensors and actuators, and the other is the beam with distributed sensor and actuator function. The orthogonality conditions were derived with the modal shapes of the active beam and its adjoint active beam. An example shows that the variation of eigenvalues with feedback amplitude for the homo-configuration and non-homo-configuration active structures. 展开更多
关键词 i) ". The characteristics of the active discrete systems and active beams were discussed especially the stability of the active structures and the orthogonality of the eigenvectors. The notes about modes were portrayed by a model of a seven-s
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预应力混凝土I型梁在施工中的侧弯控制 被引量:2
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作者 王行耐 徐吉存 《山东交通学院学报》 CAS 2003年第2期48-51,共4页
针对济南绕城高速公路南线津浦公铁立交桥390片后张法预应力混凝土I型梁的施工情况,结合近年来预应力混凝土预制梁在施工中出现的侧弯问题,分析了I型梁施加预应力后及安装就位前的侧弯原因,提出施工控制方法和相应处理措施。
关键词 预应力混凝土 Ⅰ型梁 侧弯 控制 处理措施
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CFRP-木材复合材界面I型断裂特性研究 被引量:6
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作者 杨小军 阙泽利 孙友富 《西北林学院学报》 CSCD 北大核心 2014年第4期198-202,共5页
采用基于断裂力学能量释放率理论的双悬臂梁试验方法对CFRP与落叶松及杉木复合界面断裂韧性进行了研究。结果表明,CFRP-木材界面断裂韧性优于木材间界面,界面两侧材料的差异性有助于改善界面裂纹的失稳扩展;界面面内裂纹尖端应力巨大,... 采用基于断裂力学能量释放率理论的双悬臂梁试验方法对CFRP与落叶松及杉木复合界面断裂韧性进行了研究。结果表明,CFRP-木材界面断裂韧性优于木材间界面,界面两侧材料的差异性有助于改善界面裂纹的失稳扩展;界面面内裂纹尖端应力巨大,扩展主要发生在界面层内;复合材试件状态对断裂韧性影响较大,干状态时复合材断裂韧性较小,水分增加有利于抵抗裂纹扩展。断裂韧性可作为界面强度评价参数,干状态时CFRP与落叶松间界面为673.24N·m-1,CFRP与杉木间界面为438.14N·m-1。 展开更多
关键词 CFRP-木材复合材 界面 双悬臂梁 i型断裂韧性
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阳极腔区结构对无箔二极管I-V特性的影响 被引量:1
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作者 孙钧 张余川 +2 位作者 宋志敏 张晓微 陈昌华 《现代应用物理》 2013年第3期246-250,共5页
通过理论分析和PIC数值模拟,研究了阳极腔区结构对无箔二极管I-V特性的影响,得到了束流强度和结构影响因子的变化规律。研究发现,当阴阳极间距大于0时,无箔二极管的结构影响因子随着阳极腔区半径的增大而减小并逐渐趋于稳定,且对于较小... 通过理论分析和PIC数值模拟,研究了阳极腔区结构对无箔二极管I-V特性的影响,得到了束流强度和结构影响因子的变化规律。研究发现,当阴阳极间距大于0时,无箔二极管的结构影响因子随着阳极腔区半径的增大而减小并逐渐趋于稳定,且对于较小的阴极外半径、较大的漂移管半径、较大的阴阳极间距,达到稳定后的结构影响因子越小,并给出了结构影响因子的可调节范围。在TPG700脉冲驱动源上开展了初步实验研究,对实验中的回流电子束进行数值模拟分析并去除其影响以后,实验结果很好地符合了理论分析结论。 展开更多
关键词 无箔二极管 强流电子束 i-V特性 结构影响因子
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织物增强复合材料层合板I型层间断裂特性 被引量:4
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作者 王瑞 郭兴峰 王广峰 《复合材料学报》 EI CAS CSCD 北大核心 2004年第1期68-72,共5页
 采用双悬臂梁(DCB)试验测试和研究了织物增强复合材料层合板的层间断裂韧性与断裂行为。为了评价测试温度和试样几何尺寸的变化对层间断裂韧性的影响,分别在室温(RT)和液氮温度(77K)条件下对不同尺寸的试样进行了双悬臂梁试验。采用...  采用双悬臂梁(DCB)试验测试和研究了织物增强复合材料层合板的层间断裂韧性与断裂行为。为了评价测试温度和试样几何尺寸的变化对层间断裂韧性的影响,分别在室温(RT)和液氮温度(77K)条件下对不同尺寸的试样进行了双悬臂梁试验。采用扫描电镜对分层断裂面进行了观察,分析和验证了层间断裂特性。 展开更多
关键词 织物增强复合材料层合板 双悬臂梁试验 Ⅰ型层间断裂韧性
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电子束辐照对氧化锌纳米线I-V特性的影响 被引量:3
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作者 卫斌 吉元 +4 位作者 王丽 张隐奇 张小玲 吕长志 张跃飞 《真空科学与技术学报》 EI CAS CSCD 北大核心 2008年第4期303-307,共5页
在扫描电镜中,采用纳米微操纵仪构成一个2探针电流-电压(I-V)测试装置。测试了单根ZnO纳米线接触钨电极构成的金属-半导体-金属(M-S-M)结的I-V特征曲线。ZnO纳米线的I-V曲线呈现出较弱的肖特基特性。研究了电子束辐照对ZnO纳米线的I-V... 在扫描电镜中,采用纳米微操纵仪构成一个2探针电流-电压(I-V)测试装置。测试了单根ZnO纳米线接触钨电极构成的金属-半导体-金属(M-S-M)结的I-V特征曲线。ZnO纳米线的I-V曲线呈现出较弱的肖特基特性。研究了电子束辐照对ZnO纳米线的I-V曲线的影响。30 keV电子束辐照使ZnO纳米线的总电阻减小。计算得到ZnO纳米线的电导率σ=0.24S/cm,载流子浓度n=1.64×1016cm-3。为了对比,还测试了单根碳纤维接触钨电极的I-V特征曲线。在30 keV电子束辐照下,碳纤维的总电阻保持不变,电导率σ=22 S/cm。 展开更多
关键词 电子束辐照 扫描电镜 ZNO纳米线 i-V曲线
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后张法预应力混凝土I形梁侧向位移预控和纠正 被引量:3
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作者 夏智海 严建文 宋仁昕 《合肥工业大学学报(自然科学版)》 CAS CSCD 2000年第4期538-541,共4页
后张法预应力混凝土 I形梁预制张拉时 ,易产生侧向位移 ,影响梁片的安装、使用和安全。针对 I形梁产生侧向位移的原因 ,提出了施工过程中的预控措施和纠正万法 ,并应用于某特大桥施工监理的质量控制 ,将 形梁侧向位移控制在 2 cm之内 ... 后张法预应力混凝土 I形梁预制张拉时 ,易产生侧向位移 ,影响梁片的安装、使用和安全。针对 I形梁产生侧向位移的原因 ,提出了施工过程中的预控措施和纠正万法 ,并应用于某特大桥施工监理的质量控制 ,将 形梁侧向位移控制在 2 cm之内 ,满足了设计及规范要求 ,取得了良好的成效。 展开更多
关键词 侧向位移 预控 预应力混凝土Ⅰ形梁 后张法 桥梁
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I-deas薄壁梁优化设计的参数反求法
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作者 兆文忠 《大连铁道学院学报》 1999年第1期9-12,共4页
在讨论了I-deas优化设计算法先进性的同时,也指出了它关于薄壁梁截面优化设计的局限性。为了充分利用I-deas的优化设计资源,用薄壁梁截面多数拟合算法,反求出I-deas可以优化设计的映射截面,从而扩大了其应用范围。
关键词 i-DEAS 薄壁梁 优化设计 反求法
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基于修正Rayleigh-Ritz法的工字钢梁预弯阶段侧向失稳分析 被引量:1
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作者 田林杰 鞠秀颖 +2 位作者 李喆 常山 杨明 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2019年第4期679-687,共9页
为精确分析工字钢梁在预弯阶段的侧向失稳规律,对施加可变位置的双集中荷载并布置不同个数侧向支撑的工字钢梁建立计算模型,用Rayleigh-Ritz法求解.考虑侧向支撑分段布置引起的梁段约束效应,对Rayleigh-Ritz法的求解结果进行修正.选取... 为精确分析工字钢梁在预弯阶段的侧向失稳规律,对施加可变位置的双集中荷载并布置不同个数侧向支撑的工字钢梁建立计算模型,用Rayleigh-Ritz法求解.考虑侧向支撑分段布置引起的梁段约束效应,对Rayleigh-Ritz法的求解结果进行修正.选取不同工字钢梁尺寸及加载参数作为分析指标,采用ABAQUS有限元进行大量模拟分析,验证修正公式的精确性.结果表明:随着侧向支撑个数的增多,传统Rayleigh-Ritz法的求解误差逐渐增大,提出的修正Rayleigh-Ritz法可将传统Rayleigh-Ritz法求解结果的相对误差最大减小约13%,有良好的精确性和适用性.参数研究表明:预弯加载阶段,工字钢梁侧向失稳临界弯矩随着集中荷载作用点参数的增大而减小,随着侧向支撑个数的增多呈增幅逐渐减小的增大趋势;侧向稳定安全系数随着侧向支撑个数和上下翼缘板对称度的增大而增大. 展开更多
关键词 工字钢梁 侧向支撑 侧向失稳 能量法 临界弯矩
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磁力非线性耦合的I-L组合压电梁俘能器发电性能试验研究 被引量:2
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作者 王曼 侯成伟 +2 位作者 孟金棚 杨小辉 宋汝君 《振动与冲击》 EI CSCD 北大核心 2022年第3期123-128,共6页
针对线性的压电振动俘能器俘能频带过窄,输出较低等问题,提出了一种磁力非线性耦合的I-L组合压电梁俘能器。俘能器由带永磁铁的I型压电梁和L型压电梁组成,可通过调节两永磁铁间的水平距离,得到不同的非线性磁力耦合效应。试验结果表明:... 针对线性的压电振动俘能器俘能频带过窄,输出较低等问题,提出了一种磁力非线性耦合的I-L组合压电梁俘能器。俘能器由带永磁铁的I型压电梁和L型压电梁组成,可通过调节两永磁铁间的水平距离,得到不同的非线性磁力耦合效应。试验结果表明:存在最优电阻使压电俘能系统的输出功率最大;对比无磁力系统,磁力耦合的I-L组合压电梁俘能器共振频率发生了明显的偏移:I型压电梁向左偏移,L型压电梁向右偏移,拓宽了系统的俘能频带;当激励加速度为0.2 g水平距离为20 mm、激振频率为18.4 Hz时,俘能器最大可得到1.2 mW的输出功率。 展开更多
关键词 磁力非线性 i-L组合梁 压电俘能器(PEH) 试验研究
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FIBERSIM软件在工字梁铺层设计上的应用 被引量:3
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作者 张玉华 黄勋 尹晓霞 《教练机》 2015年第2期57-61,共5页
针对复合材料的一种特殊形式的结构"工字梁",介绍了应用FIBERSIM软件对其进行铺层设计的方法,并对易发生错误的位置进行了详细的论述。
关键词 FiBERSiM 工字梁 铺层设计
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板梁组合结构的I-deas软件有限元建模研究 被引量:5
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作者 姚曙光 《机车电传动》 北大核心 2000年第6期22-24,共3页
:应用 I- deas结构分析软件对同一板梁组合结构采取 3种不同方式的建模 ,通过分析 3种建模方式的建模情况及计算结果 ,研究在计算机容量、结构特点、边界条件、载荷方式等的不同情况下如何建立行之有效的有限元模型。
关键词 板梁组合结构 有限元模型 i-DEAS软件
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40m I形梁的施工控制
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作者 王超 《北方交通》 2006年第9期51-53,共3页
通过作者在乍嘉苏高速公路施工现场的经验,及后来具体参与I形梁设计的亲身体会,提供在跨越河流环境中的40m I形梁的施工方法、计算及管理的注意事项,为施工、设计单位提供一些实际经验。
关键词 40m i形梁 施工 控制
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I型边梁预制及安装的施工监理 被引量:1
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作者 骆齐亮 李明国 《广东公路交通》 2014年第2期40-44,48,共6页
结合现场施工情况,对I型边梁预制及安装施工监理过程进行详细介绍,为同类桥梁施工监理质量、安全控制提供一定的参考。
关键词 i型边梁 预制 安装 施工监理
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