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Stiffness degradation-based damage model for RC members and structures using fiber-beam elements 被引量:3
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作者 Guo Zongming Zhang Yaoting +1 位作者 Lu Jiezhi Fan Jian 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2016年第4期697-714,共18页
To meet the demand for an accurate and highly efficient damage model with a distinct physical meaning for performance-based earthquake engineering applications, a stiffness degradation-based damage model for reinforce... To meet the demand for an accurate and highly efficient damage model with a distinct physical meaning for performance-based earthquake engineering applications, a stiffness degradation-based damage model for reinforced concrete (RC) members and structures was developed using fiber beam-column elements. In this model, damage indices for concrete and steel fibers were defined by the degradation of the initial reloading modulus and the low-cycle fatigue law. Then, section, member, story and structure damage was evaluated by the degradation of the sectional bending stiffness, rod-end bending stiffness, story lateral stiffness and structure lateral stiffness, respectively. The damage model was realized in Matlab by reading in the outputs of OpenSees. The application of the damage model to RC columns and a RC frame indicates that the damage model is capable of accurately predicting the magnitude, position, and evolutionary process of damage, and estimating stow damage more precisely than inter-story drift. Additionally, the damage model establishes a close connection between damage indices at various levels without introducing weighting coefficients or force-displacement relationships. The development of the model has perfected the damage assessment function of OpenSees, laying a solid foundation for damage estimation at various levels of a large-scale structure subjected to seismic loading. 展开更多
关键词 fiber beam-column element stiffness degradation damage index reinforced concrete column reinforced concrete frame
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Application of the Finite Element Method in the Glass Fiber Bushing Research 被引量:1
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作者 CHEN Song LU Jiansheng +4 位作者 GUAN Weiming ZHANG Kunhua PAN Yong TAN Zhilong XIA Lu 《贵金属》 CAS CSCD 北大核心 2012年第A01期59-65,共7页
Design and optimization of bushing at present mainly use the traditional experience method.The relevant research that adopts computer simulation to carry on the operation behavior of the bushing has appeared in recent... Design and optimization of bushing at present mainly use the traditional experience method.The relevant research that adopts computer simulation to carry on the operation behavior of the bushing has appeared in recent years.How to use the finite element method to research bushing was introduced in the article.Physics fields and many relevant parameters of one real bushing were calculated.Through the results of calculation,it indicate that the finite element method is very useful in bushing research of designing and optimizing. 展开更多
关键词 BUSHING the finite element glass fiber SIMULATION DESIGN optimize CREEP
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Finite element modeling of consolidation process of Si C fiber-reinforced titanium matrix composites via matrix-coated fiber method 被引量:2
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作者 Xiang-Hong Xu Yan-Qing Yang +3 位作者 Xian Luo Lin Qin Ju-Hong Lou Qing Sun 《Rare Metals》 SCIE EI CAS CSCD 2015年第12期844-850,共7页
The consolidation process of SiC<sub>f</sub>/Ti-6Al-4V composites by matrix-coated fiber (MCF) method via hot pressing was investigated using finite element modeling (FEM). By analyzing the elastic–plasti... The consolidation process of SiC<sub>f</sub>/Ti-6Al-4V composites by matrix-coated fiber (MCF) method via hot pressing was investigated using finite element modeling (FEM). By analyzing the elastic–plastic contact deformation of the representative aligned coated fibers, the consolidation maps delineating the time–temperature–pressure relationship for full densification were constructed. Both the flow coefficient and the contact area coefficient used to describe the contact deformation were calculated according to the model. In addition, the effect of fiber content on matrix stress distribution was analyzed. The results show that fiber content is a significant factor that influences the densification process. Higher fiber content will lower the consolidation rate. 展开更多
关键词 Titanium matrix composites CONSOLIDATION Finite element modeling Matrix-coated fiber
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Evaluation of stiffness in a cellulose fiber reinforced epoxy laminates for structural applications:Experimental and finite element analysis 被引量:1
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作者 Furkan Ahmad Pramendra Kumar Bajpai 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2018年第4期278-286,共9页
Natural fiber composites have been proved to have the ability to replace the synthetic fiber composites in many structural applications. Unprecedented growth in the field of computational techniques has opened the doo... Natural fiber composites have been proved to have the ability to replace the synthetic fiber composites in many structural applications. Unprecedented growth in the field of computational techniques has opened the doors of analysis and simulation of composite materials under various environment.Modelling and simulation using various available softwares saves a lot of time and resources. In the present work, an attempt has been made to analyze the tensile behavior of jute fiber reinforced epoxy based polymer composite materials using the student version of commercially available finite element code Siemens PLM NX 10.0. In most of the structural applications, materials are required to have enough stiffness to resist the shape deformation under normal loading conditions. Therefore, emphasis is given to the load-deformation behavior of the developed composites. A 3-dimensional model of the test specimen was developed using ply-stacking method and the strain-stress values were verified by the available literature. The model showed a good agreement between the experimental and software results. Effect of ply angle, fiber percentage, fiber type, number of layers and weft fiber angle on the stiffness of laminate have been studied. 展开更多
关键词 Finite element ANALYSIS JUTE fiber Polymer composite Ply-stacking WEFT fiber angle LAMINATES ANALYSIS
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Portable fiber-optic laser-induced breakdown spectroscopy system for the quantitative analysis of minor elements in steel
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作者 Qingdong ZENG Fan DENG +7 位作者 Zhiheng ZHU Yun TANG Boyun WANG Yongjun XIAO Liangbin XIONG Huaqing YU Lianbo GUO Xiangyou LI 《Plasma Science and Technology》 SCIE EI CAS CSCD 2019年第3期46-51,共6页
In this paper, we developed a portable laser-induced breakdown spectroscopy(LIBS) using an optical fiber to deliver laser energy and used it to quantitatively analyze minor elements in steel.The R^2 factors of calibra... In this paper, we developed a portable laser-induced breakdown spectroscopy(LIBS) using an optical fiber to deliver laser energy and used it to quantitatively analyze minor elements in steel.The R^2 factors of calibration curves of elements Mn, Ti, V, and Cr in pig iron were 0.9965,0.9983, 0.9963, and 0.991, respectively, and their root mean square errors of cross-validation were 0.0501, 0.0054, 0.0205, and 0.0245 wt%, respectively. Six test samples were used for the validation of the performance of the calibration curves established by the portable LIBS. The average relative errors of elements Mn, Ti, V, and Cr were 2.5%, 11.7%, 13.0%, and 5.6%,respectively. These results were comparable with most results reported in traditional LIBS in steel or other matrices. However, the portable LIBS is flexible, compact, and robust, providing a promising prospect in industrial application. 展开更多
关键词 LASER-INDUCED BREAKDOWN spectroscopy optical fiber QUANTITATIVE ANALYSES MINOR element
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Calculation of the Coupling Coefficient of Twin-Core Fiber Based on the Supermode Theory with Finite Element Method 被引量:1
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作者 Tianhao Zhao Wenhua Ren +1 位作者 Tingya Yin Fan Wang 《Optics and Photonics Journal》 2021年第8期402-411,共10页
<div style="text-align:justify;"> Currently, coupled mode theory (CMT) is widely used for calculating the coupling coefficient of twin-core fibers (TCFs) that are used in a broad range of important app... <div style="text-align:justify;"> Currently, coupled mode theory (CMT) is widely used for calculating the coupling coefficient of twin-core fibers (TCFs) that are used in a broad range of important applications. This approach is highly accurate for scenarios with weak coupling between the cores but shows significant errors in the strong coupling scenarios, necessitating the use of a more accurate method for coupling coefficient calculations. Therefore, in this work, we calculate the coupling coefficients of TCFs using the supermode theory with finite element method (FEM) that has higher accuracy than CMT, particularly for the strong coupling TCF. To investigate the origin of the differences between the results obtained by these two methods, the modal field distributions of the supermodes of TCF are simulated and analyzed in detail. </div> 展开更多
关键词 Coupling Coefficient Twin-Core fiber Supermode Theory Finite element Method Coupled Mode Theory
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NUMERICAL SIMULATION OF 2D FIBER-REINFORCED COMPOSITES USING BOUNDARY ELEMENT METHOD
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作者 孔凡忠 郑小平 +1 位作者 姚振汉 HUANG Dun 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2005年第11期1515-1522,共8页
The boundary dement method was improved for the 2D elastic composites with randomly distributed inclusions. This problem can be reduced to a boundary integral equation for a multi-connected domain. Further, considerin... The boundary dement method was improved for the 2D elastic composites with randomly distributed inclusions. This problem can be reduced to a boundary integral equation for a multi-connected domain. Further, considering the matrices of the tractions and displacements for each group of the identical inclusion were the same, an effective computational scheme was designed, since the orders of the resulting matrix equations can be greatly reduced. Numerical examples indicate that this boundary element method scheme is more effective than the conventional multi-domain boundary element method for such a problem. The present scheme can be used to investigate the effective mechanical properties of the fiber-reinforced composites. 展开更多
关键词 INCLUSION boundary element method 2D elasticity fiber-reinforced composite
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Finite Element Modeling of Stamp Forming Process on Thermoplastic-Based Fiber Metal Laminates at Elevated Temperatures
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作者 Xiaocen Dou Sivakumar Dhar Malingam +1 位作者 Jae Nam Shankar Kalyanasundaram 《World Journal of Engineering and Technology》 2015年第3期253-258,共6页
This paper investigated stamp forming performance of two aluminum-based Fiber-metal laminates (FMLs) with different fiber-reinforced composites using finite element analysis. Given the inherent thermal-dependent prope... This paper investigated stamp forming performance of two aluminum-based Fiber-metal laminates (FMLs) with different fiber-reinforced composites using finite element analysis. Given the inherent thermal-dependent properties of fiber-reinforced polypropylene, the effect of elevated temperature on its forming behavior is worthy of concern. Furthermore, the elevation in temperature also influences the bonding within the constituent lamina. Both factors were integrated in the modelling. By investigating the through-thickness strain evolution throughout the stamping process, the forming mode of each layer, as well as their interactions, were better understood. Results suggested that the flow of matrix and the rotation at the intersections of fiber strands can be promoted at elevated temperature, which transforms the forming performance of FMLs close to that of monolithic aluminum. These results propose means to improve the forming performance of FMLs. 展开更多
关键词 fiber Metal LAMINATES STAMP FORMING FINITE element Modeling
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Finite Element Modeling of Stamp Forming Process on Fiber Metal Laminates
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作者 Xiaocen Dou Sivakumar Dhar Malingam +1 位作者 Jae Nam Shankar Kalyanasundaram 《World Journal of Engineering and Technology》 2015年第3期247-252,共6页
Fiber-metal laminates (FMLs) possess huge potential in mass-reduction strategy of automotive industry. In order to understand behavior of FMLs as they undergo stamp forming processes, finite element analyses of surfac... Fiber-metal laminates (FMLs) possess huge potential in mass-reduction strategy of automotive industry. In order to understand behavior of FMLs as they undergo stamp forming processes, finite element analyses of surface strain evolutions have been carried out. The simulations provide strains at locations within the layers of an FML, allowing better understanding of forming behavior of the composite layer and its influence on the metal layers. Finite element analyses were conducted on two aluminum-based FMLs with different fiber-reinforced composites and benchmarked against monolithic aluminum alloy. The simulation results indicated that high stiffness of the reinforcement constrains flow of the matrix in the composite layer, which can be attributed to the distinguishing behavior of the FMLs compared to the monolithic aluminum alloy. 展开更多
关键词 fiber Metal LAMINATES STAMP FORMING FINITE element Modeling
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Nonlinear Finite Element Analysis of Steel Fiber Reinforced Concrete Deep Beams
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作者 XU Lihua CHI Yin +1 位作者 SU Jie XIA Dongtao 《Wuhan University Journal of Natural Sciences》 CAS 2008年第2期201-206,共6页
By the nonlinear finite element analysis (FEA) method, the mechanical properties of the steel fiber reinforced concrete (SFRC) deep beams were discussed in terms of the crack load and ultimate bearing capacity. In... By the nonlinear finite element analysis (FEA) method, the mechanical properties of the steel fiber reinforced concrete (SFRC) deep beams were discussed in terms of the crack load and ultimate bearing capacity. In the simulation process, the ANSYS parametric design language (APDL) was used to set up the finite element model; the model of bond stress-slip relationship between steel bar and concrete was established. The nonlinear FEA results and test results demonstrated that the steel fiber can not only significantly improve the cracking load and ultimate bearing capacity of the concrete but also repress the development of the cracks. Meanwhile, good agreement was found between the experimental data and FEA results, if the unit type, the parameter model and the failure criterion are selected reasonably. 展开更多
关键词 steel fiber reinforced concrete deep beam nonlinear finite element bond stress-slip relationship
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吊索猝断下钢桁拱桥的时变体系抗连续倒塌性能
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作者 王晓明 杨文杰 +3 位作者 邹杰 邓华 高泽亮 张浩楠 《工程力学》 北大核心 2026年第2期209-222,共14页
吊索猝断下在役钢桁拱桥体系的抗连续倒塌性能为结构应对非对称极端作用提供了必要的内部缓冲机制,材料劣化会改变体系抗连续倒塌过程中的再平衡格局。基于等效卸载的AP法模拟吊索猝断下应力波的传递与叠加效应,建立了吊索猝断下体系时... 吊索猝断下在役钢桁拱桥体系的抗连续倒塌性能为结构应对非对称极端作用提供了必要的内部缓冲机制,材料劣化会改变体系抗连续倒塌过程中的再平衡格局。基于等效卸载的AP法模拟吊索猝断下应力波的传递与叠加效应,建立了吊索猝断下体系时变连续倒塌易损性评估方法。基于MATLAB/OpenSEES编制了单元纤维的时变演化参数组管理程序,建立了基于纤维宏单元的时变体系连续倒塌数值模拟方法,并通过动力试验数据验证了数值模拟的准确性;采用增量动力分析(IDA)法,开展了吊索猝断下钢桁拱桥的连续倒塌易损性分析,研究了材料劣化对吊索猝断下体系抗连续倒塌性能的影响规律。结果表明:吊索猝断会引起钢桁拱桥主要承载构件响应增大,其中猝断吊索相邻范围内受影响最大;材料劣化会降低钢桁拱桥体系的抗连续倒塌能力;基于IDA法的时变连续倒塌模型,可有效评估钢桁拱桥服役年限内的抗连续倒塌性能。 展开更多
关键词 钢桁拱桥 连续倒塌 纤维宏单元 易损性 IDA法
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连续纤维热塑性预浸丝材拉挤制备过程中纤维弯曲变形与损伤阈值的流固耦合研究
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作者 于颖 来子超 王玉 《机电工程技术》 2026年第3期1-5,30,共6页
在用于增材制造的连续纤维增强热塑性预浸丝材多道模拉挤成型过程中,纤维在高黏度树脂流动与模具约束的共同作用下易发生屈曲与损伤,进而影响成型稳定性与力学性能。针对多道模拉挤过程中非牛顿树脂流动、热传递及纤维受力行为耦合机理... 在用于增材制造的连续纤维增强热塑性预浸丝材多道模拉挤成型过程中,纤维在高黏度树脂流动与模具约束的共同作用下易发生屈曲与损伤,进而影响成型稳定性与力学性能。针对多道模拉挤过程中非牛顿树脂流动、热传递及纤维受力行为耦合机理不清的问题,基于有限元方法与Carreau黏度模型,构建了耦合温度场、流场与应力场的多物理场流固耦合数值模型,用于分析工艺参数对纤维成型行为的影响规律。采用单向流固耦合策略实现树脂流动载荷向纤维结构的传递,并在不同拉挤速度、模具温度及模具结构参数条件下开展数值仿真,进一步结合预浸丝制备实验以及对应丝材的力学性能测试。在稳定制备出拉伸强度为1047.7 MPa的高性能预浸丝材基础上,确定了纤维发生损伤的临界弯曲变形区间,并提出了以等效弹性应变1.078×10^(-3)作为适用于连续稳定制备的纤维弯曲变形阈值,为多道模拉挤工艺参数优化与模具系统设计提供了定量依据。 展开更多
关键词 预浸丝 纤维损伤 热塑性树脂 有限元仿真 3D打印
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基于混合策略的光纤传像元件划痕检测算法
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作者 黄志成 邢育文 +2 位作者 焦朋 黄俊 吕汉明 《应用光学》 北大核心 2026年第1期169-176,共8页
光纤传像元件划痕大多由人工检测,检测结果主观性强,为排除检测中人员主观因素的影响,采用配置有多角度环形顶光源及底光光源的平台采集光纤传像元件的表面图像,提出了基于混合策略的光纤传像元件划痕图像识别算法。根据底光图像确定图... 光纤传像元件划痕大多由人工检测,检测结果主观性强,为排除检测中人员主观因素的影响,采用配置有多角度环形顶光源及底光光源的平台采集光纤传像元件的表面图像,提出了基于混合策略的光纤传像元件划痕图像识别算法。根据底光图像确定图像处理范围,基于灰度直方图筛除具有较大高亮光斑的顶光照明图像,使用基于自适应双阈值的边缘检测算法和基于差分边缘提取的划痕检测方法对划痕进行检测,将两次处理结果合并后进行连通域分析,筛选出划痕。实验结果表明,所述算法的划痕检出率为93%,并能快速、有效地对弱划痕进行检测。 展开更多
关键词 图像识别 光纤传像元件 划痕 自适应
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CFRP布加固输电铁塔角钢轴压承载力试验研究
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作者 姜岚 路静珂 +3 位作者 胡安龙 熊炜 张华刚 李林杰 《振动与冲击》 北大核心 2026年第4期25-37,共13页
为研究碳纤维增强复合材料(carbon fiber reinforced polymer,CFRP)布加固输电铁塔角钢的轴压承载力性能,开展了一组未加固试件与五组加固试件的轴压试验。分析了角钢的破坏形态、荷载-位移关系及荷载-应变关系。基于经试验验证的有限... 为研究碳纤维增强复合材料(carbon fiber reinforced polymer,CFRP)布加固输电铁塔角钢的轴压承载力性能,开展了一组未加固试件与五组加固试件的轴压试验。分析了角钢的破坏形态、荷载-位移关系及荷载-应变关系。基于经试验验证的有限元模型,进一步探讨了不同铺层角度、粘贴层数、粘贴长度以及试件长细比对轴压承载力的影响。结果表明:试件破坏形式以整体失稳屈曲为主;经CFRP布加固后,角钢试件的轴心受压极限承载力试验值显著提升,增幅可达20%以上;当纤维铺层方向与试件轴向一致时,加固效果最佳;建议CFRP布粘贴长度取试件长度的75%,粘贴层数为两层。在此基础上,基于等效刚度法推导了加固试件极限承载力的理论计算方法,与精细化数值模拟结果对比表明,该理论方法精度较高,误差在10%以内。 展开更多
关键词 输电铁塔 角钢加固 轴压试验 碳纤维增强复合材料(CFRP) 承载力 屈曲 有限元
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基于纤维/基体损伤的复合材料结构管压溃行为多尺度研究
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作者 姚潞 张健 朱军 《棉纺织技术》 2026年第2期18-27,共10页
针对复合材料结构的多尺度渐进损伤行为,以高性能碳纤维复合材料为研究对象,分析其对金属管的抗压溃增强效果影响。基于应力放大系数的宏微观应力应变传递方法,采用微观失效准则(MMF)从纤维/基体尺度考虑复合材料的损伤与演化过程,建立... 针对复合材料结构的多尺度渐进损伤行为,以高性能碳纤维复合材料为研究对象,分析其对金属管的抗压溃增强效果影响。基于应力放大系数的宏微观应力应变传递方法,采用微观失效准则(MMF)从纤维/基体尺度考虑复合材料的损伤与演化过程,建立复合材料的宏微观跨尺度损伤演化模型;结合金属材料与黏接面的本构关系,建立碳纤维复合材料(CFRP)铝合金混杂圆管的多尺度分析数值仿真模型。通过ABAQUS进行轴向压溃仿真,系统分析不同纤维铺层方向和纤维体积分数(30%~60%)对结构压溃响应与失效模式的影响。研究结果表明:正交铺层表现出更优的压溃稳定性和更高的总吸能量;纯环向铺层虽初始峰值载荷高,但易发生大范围纤维断裂,吸能能力较弱。在纯环向铺层中,较低纤维体积分数(30%)的CFRP层对金属管提供有效环向约束,延缓整体失效,反而提升结构的能量吸收能力。认为:所建立的跨尺度损伤模型可有效模拟复合材料在压溃过程中的微观损伤演化及其对宏观力学行为的影响;正交铺层与适度较低的纤维体积分数有助于提升结构的能量吸收效率与破坏稳定性,为轻量化抗撞结构设计提供理论依据。 展开更多
关键词 复合材料 RVE模型 数值模拟 压溃损伤 吸能特性 高性能碳纤维 有限元模型
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弹塑性算子引导的数据驱动钢材本构模型
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作者 李怀满 杜轲 骆欢 《振动与冲击》 北大核心 2026年第4期265-274,295,共11页
结构抗震分析中,钢材的力学性能对模拟结构在循环荷载下的非线性响应具有决定性影响。经典的钢材本构模型虽能够准确描述材料的弹塑性力学行为,但需要确定的模型参数通常较复杂且需要大量试验进行标定。而基于数据驱动的本构模型能解决... 结构抗震分析中,钢材的力学性能对模拟结构在循环荷载下的非线性响应具有决定性影响。经典的钢材本构模型虽能够准确描述材料的弹塑性力学行为,但需要确定的模型参数通常较复杂且需要大量试验进行标定。而基于数据驱动的本构模型能解决参数标定问题,但这类模型的切线刚度通常难以直接获取,进而无法用于有限元分析。为此,提出了一种弹塑性算子引导的数据驱动比例积分滞回本构模型(data-driven proportional-integral hysteresis constitutive model,DD-PIHC),该模型构造简洁、参数规模较小、能借助弹塑性算子输出切线刚度,可直接嵌入纤维梁柱单元用于框架结构有限元分析。给出了DD-PIHC与纤维梁柱单元结合的状态更新算法。基于多种不同种类的钢筋应力-应变试验数据对模型进行验证,通过与循环神经网络模型以及OpenSees平台中Steel02本构模型的模拟结果进行对比,证明了模型在捕捉材料本构行为方面具有更高的精度与计算效率。在此基础上,将该模型应用于三层钢框架结构的拟静力循环加载分析中,验证了其用于结构非线性分析的有效性,为后续结构抗震性能优化设计提供了可靠的分析工具。 展开更多
关键词 弹塑性算子 数据驱动本构模型 钢框架 纤维梁柱单元 有限元分析
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不同加载速率对CFRP/Al单双剪铆接强度的影响研究
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作者 覃育参 王兵兵 +3 位作者 吴金森 金万军 何超 唐正强 《复合材料科学与工程》 北大核心 2026年第2期65-71,共7页
铆接结构通常受到不同速率的拉伸载荷,而拉伸速率的大小对复合材料与金属铆接结构的强度有显著影响。为了探究加载速率对碳纤维增强复合材料(Carbon Fiber Reinforced Polymer,CFRP)/铝合金(Aluminum,Al)单双剪铆接强度的影响,利用ABAQU... 铆接结构通常受到不同速率的拉伸载荷,而拉伸速率的大小对复合材料与金属铆接结构的强度有显著影响。为了探究加载速率对碳纤维增强复合材料(Carbon Fiber Reinforced Polymer,CFRP)/铝合金(Aluminum,Al)单双剪铆接强度的影响,利用ABAQUS二次开发VUMAT子程序的功能,基于连续损伤力学、三维Hashin失效准则和应变率效应,建立了CFRP/Al单双剪铆接的数值模型,研究了1 mm/s、100 mm/s、200 mm/s、300 mm/s四种拉伸速率对单剪和双剪铆接强度的影响,同时进行拉伸试验验证数值模型的准确性。结果表明:随着拉伸速率的增大,单剪和双剪铆接接头的强度均增加,但双剪铆接接头的强度增幅更大。此外,拉伸速度越高,CFRP损伤程度越小,表明高拉伸速度对CFRP损伤具有明显的抑制作用。 展开更多
关键词 抽芯铆钉 复合材料 拉伸速率 有限元分析
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多种火灾下复合材料夹芯板温度场有限元分析
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作者 祝浩文 严仁军 《武汉理工大学学报(交通科学与工程版)》 2026年第1期105-110,共6页
为开展对复合材料板的防火隔热特性研究,以玻璃纤维复合材料(GFRP)夹芯板为对象,选取多种火灾升温曲线,采用有限元软件ABAQUS对不同厚度的夹芯板截面温度场进行了分析.结果表明:更严苛的升温曲线、更薄厚度的夹芯板会带来更差的隔热耐... 为开展对复合材料板的防火隔热特性研究,以玻璃纤维复合材料(GFRP)夹芯板为对象,选取多种火灾升温曲线,采用有限元软件ABAQUS对不同厚度的夹芯板截面温度场进行了分析.结果表明:更严苛的升温曲线、更薄厚度的夹芯板会带来更差的隔热耐火性能.为达到船舶防火规范FTP11的防火隔热要求,采用石膏板、硅酸钙板、珍珠岩板三种防火板来降低夹芯板内部温度,结果表明增设防火板能显著提升夹芯板的隔热耐火性能,且被动防火层的有效性与其热物理性质有关. 展开更多
关键词 玻璃纤维复合材料 有限元 温度场 隔热性能 受火条件
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基于超弱光纤光栅技术的基坑开挖变形
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作者 欧薇 曹鼎峰 +3 位作者 刘昱宏 王宏宪 郭成超 王纯岩 《科学技术与工程》 北大核心 2026年第3期1205-1212,共8页
基坑开挖过程其地下连续墙的水平位移是表征其稳定性的重要指标。为研究基坑开挖过程地下连续墙的内力分布和结构变形规律,以北京某基坑工程为例,采用超弱光纤光栅技术对基坑开挖过程地连墙变形进行监测,利用Comsol Multiphysics有限元... 基坑开挖过程其地下连续墙的水平位移是表征其稳定性的重要指标。为研究基坑开挖过程地下连续墙的内力分布和结构变形规律,以北京某基坑工程为例,采用超弱光纤光栅技术对基坑开挖过程地连墙变形进行监测,利用Comsol Multiphysics有限元软件对其变形进行模拟计算,确定其基坑地连墙的水平位移规律。结果表明,超弱光纤光栅技术能够精准监测到地连墙微小变形,显示应变沿深度的分段变化特征;锚杆位置对地连墙变形竖向分布影响显著,会改变位移曲线形态,本案例中在第二道和第三道锚杆的应变约等于零,对应位移曲线凹凸性改变。 展开更多
关键词 分布式监测 光纤监测 有限元 土体变形
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玻璃钢螺旋锚锚周土体的破坏面形态与抗拔承载力计算
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作者 邹维列 韩月欢 +1 位作者 王协群 韩仲 《长江科学院院报》 北大核心 2026年第1期95-102,109,共9页
玻璃钢(GFRP)螺旋锚作为一种新型支护锚杆,具有施工简单、轻质高强、耐腐经济等优点,但目前关于其抗拔性状及抗拔承载力的计算仍不明确。为分析GFRP螺旋锚在拉拔过程中的破坏形态并确定其抗拔承载力,首先采用有限元数值模拟方法,研究不... 玻璃钢(GFRP)螺旋锚作为一种新型支护锚杆,具有施工简单、轻质高强、耐腐经济等优点,但目前关于其抗拔性状及抗拔承载力的计算仍不明确。为分析GFRP螺旋锚在拉拔过程中的破坏形态并确定其抗拔承载力,首先采用有限元数值模拟方法,研究不同锚板埋深对锚固土体破坏面形态的影响及演化规律。在此基础上,提出了GFRP螺旋锚锚固土体的统一破坏面形态,进而分别推导了不同锚板埋深下抗拔承载力的计算公式,公式中的参数均有明确的物理意义,反映了GFRP螺旋锚的埋深比(H/D,H为锚板埋深、D为锚板直径)、土体的密实度、内摩擦角等因素的影响。结果表明:(1)随着锚板埋深从浅埋逐渐增大到深埋,破坏面形态经历了从“喇叭口”状转向“高脚杯”状,最终形成封闭“灯泡”状的演化过程,但难以得到锚板“浅埋”与“深埋”的明确界限;(2)利用数值模拟数据和试验数据,验证了本文所提出的抗拔承载力计算公式的合理性和准确性。 展开更多
关键词 玻璃钢(GFRP)螺旋锚 破坏面形态 有限元法 数值模拟 埋深比 抗拔承载力
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