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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 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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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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纤维毁伤元对无人机旋翼的缠绕机理研究
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作者 刘加凯 刘升 +1 位作者 李娜 王静 《兵器装备工程学报》 北大核心 2025年第7期105-110,共6页
纤维毁伤元是反旋翼无人机纤维弹的核心组件,其结构参数对无人机旋翼的缠绕效果有着直接的影响。通过构建纤维毁伤元缠绕无人机旋翼仿真模型,利用有限元仿真软件分析了截面形状、长度、线径、密度等纤维毁伤元结构参数对无人机旋翼缠绕... 纤维毁伤元是反旋翼无人机纤维弹的核心组件,其结构参数对无人机旋翼的缠绕效果有着直接的影响。通过构建纤维毁伤元缠绕无人机旋翼仿真模型,利用有限元仿真软件分析了截面形状、长度、线径、密度等纤维毁伤元结构参数对无人机旋翼缠绕的影响规律。在对比不同结构形态纤维损伤元缠绕效果基础上,利用单因素变量法,开展了纤维毁伤元缠绕反制无人机机理试验,研究了不同长度、线径、密度的纤维毁伤元参数对旋翼无人机的反制效果。研究结果表明,采用“纤维+吊坠”结构、长度为600 mm、线径为0.3 mm、密度为3根/架的纤维毁伤元为最优结构规格,与仿真分析结果一致,从而为纤维毁伤元最优结构参数设计提供依据。 展开更多
关键词 纤维毁伤元 旋翼无人机 缠绕机理 仿真分析 试验验证
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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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考虑剪切效应的钢筋混凝土纤维梁单元徐变分析方法
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作者 邓继华 鲁朵朵 +1 位作者 谭建平 田仲初 《应用力学学报》 北大核心 2025年第6期1330-1339,共10页
基于Euler-Bernoulli梁理论的经典纤维模型忽略了剪切变形给截面带来的影响,为了建立更加精确的钢筋混凝土纤维梁单元徐变分析方法,基于考虑剪切效应的纤维梁单元,根据Timoshenko梁理论,推导了该纤维梁单元的刚度矩阵,利用混凝土徐变分... 基于Euler-Bernoulli梁理论的经典纤维模型忽略了剪切变形给截面带来的影响,为了建立更加精确的钢筋混凝土纤维梁单元徐变分析方法,基于考虑剪切效应的纤维梁单元,根据Timoshenko梁理论,推导了该纤维梁单元的刚度矩阵,利用混凝土徐变分析的初应变法,导出单元徐变等效节点力的有限元列式,最终建立了钢筋混凝土纤维梁单元徐变分析的有限元方法。利用FORTRAN语言编制了计算程序,进行了普通梁与钢筋混凝土梁的弹性分析,以及钢筋混凝土梁的徐变分析,分别与解析解、ABAQUS有限元解以及其他文献解进行了比较。结果表明:该方法在准确计入剪切效应的同时,能清晰界定钢筋与混凝土在钢筋混凝土梁徐变性能中的行为;同时也表明钢筋混凝土梁徐变分析模型中计入钢筋能有效提高计算结果的精度。 展开更多
关键词 钢筋混凝土纤维梁单元 徐变 剪切效应 TIMOSHENKO梁理论 有限元分析
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相对密度对双曲型褶皱夹芯结构压缩性能的影响 被引量:2
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作者 陆静 吴怀荣 +4 位作者 祖士明 季建兴 黄建福 董一航 王海娇 《上海塑料》 2025年第1期16-22,68,共8页
针对传统褶皱夹芯结构界面粘接面积不足的问题,提出一种融合S型与橄榄型拓扑特征的双曲型褶皱夹芯结构的解决方案。通过改变芯子壁厚制备出3种不同芯子相对密度的试件,结合试验与Abaqus有限元模拟进行分析,研究不同相对密度对双曲型褶... 针对传统褶皱夹芯结构界面粘接面积不足的问题,提出一种融合S型与橄榄型拓扑特征的双曲型褶皱夹芯结构的解决方案。通过改变芯子壁厚制备出3种不同芯子相对密度的试件,结合试验与Abaqus有限元模拟进行分析,研究不同相对密度对双曲型褶皱夹芯结构压缩性能的影响。结果表明:随着芯子相对密度的增加,平压强度和模量均显著提升,夹芯结构的主要失效模式逐渐由屈曲主导转变为压溃主导,结构承载性能显著提升。 展开更多
关键词 双曲型夹芯结构 褶皱芯子 碳纤维复合材料 有限元模拟
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预置石墨烯纤维网路面除冰雪技术
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作者 王云龙 王鑫 +4 位作者 解锴 刘长喜 王维铭 张洪田 王晓宏 《交通科技与经济》 2025年第2期37-43,共7页
为应对我国北方地区漫长冬季路面积雪带来的挑战,鉴于传统除冰雪方式会消耗大量人力、物力和财力,针对“主动型”融冰雪技术,即预置石墨烯纤维网加热路面展开研究。首先,利用有限元仿真软件构建石墨烯纤维网热力学模型,分析纤维网尺寸... 为应对我国北方地区漫长冬季路面积雪带来的挑战,鉴于传统除冰雪方式会消耗大量人力、物力和财力,针对“主动型”融冰雪技术,即预置石墨烯纤维网加热路面展开研究。首先,利用有限元仿真软件构建石墨烯纤维网热力学模型,分析纤维网尺寸参数和布设间距,通过仿真实验确定最佳铺设尺寸参数;其次,制作室外路面板,将石墨烯纤维网预埋于路面上面层和中面层之间;最后,利用电能将石墨烯纤维网通电加热,验证预置石墨烯纤维网发热路面的融冰雪效果。实验结果表明,有限元模拟分析结果与室外路面板融冰雪实验结果契合度较高,在外界环境温度为-20℃、压实雪层厚度为20 cm左右的情况下,自然融化耗时55 h,能够实现路面冰雪的有效清理。 展开更多
关键词 道路工程 石墨烯纤维 有限元分析 电加热网 融冰除雪
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不同含水率玉米秸秆的可断裂柔性纤维模型参数标定 被引量:2
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作者 李艳洁 陈玉滢 +2 位作者 孙雪 林涵 何进 《农业工程学报》 北大核心 2025年第3期43-52,共10页
在国家玉米秸秆机械化粉碎还田大力普及的背景下,针对用于实际田间粉碎的玉米秸秆力学仿真模型简化与参数标定问题,该研究首先基于离散单元法将玉米秸秆简化为节点球连接的多段球柱单元可断裂柔性纤维模型;然后通过三点弯曲试验获得3种... 在国家玉米秸秆机械化粉碎还田大力普及的背景下,针对用于实际田间粉碎的玉米秸秆力学仿真模型简化与参数标定问题,该研究首先基于离散单元法将玉米秸秆简化为节点球连接的多段球柱单元可断裂柔性纤维模型;然后通过三点弯曲试验获得3种不同含水率玉米秸秆的载荷-位移曲线,采用最陡爬坡与Box-Behnken试验设计方法对提出模型的弹性比、塑性比、弯曲限制角和失效比进行标定;最后在2 m×10 m域内建立了由直立根茬与平铺于地表秸秆共同构成的数值模型,进行秸秆粉碎还田仿真,并与田间秸秆粉碎试验进行对比。研究结果发现:标定参数后的模型用于秸秆粉碎仿真的粉碎合格率与实际田间试验结果的误差低于2%,验证了所提方法的可行性以及数值模型的准确性。研究结果表明,通过合理的标定方法,可断裂柔性纤维模型适用于秸秆粉碎的数值仿真计算,可为秸秆粉碎还田机具的关键部件结构优化和最优参数选取提供合理依据。 展开更多
关键词 离散元 秸秆 玉米 参数标定 可断裂柔性纤维模型
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弹性/弹塑性纤维束扭转试验与数值模拟研究
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作者 李艳洁 孙雪 +1 位作者 杨鸿彬 郭宇 《计算力学学报》 北大核心 2025年第1期75-82,共8页
采用离散单元法(DEM)建立了节点球连接球柱纤维模型,进行了弹性和弹塑性纤维束的数值仿真,模拟了单股、7股和19股纤维束扭转过程。还进行单股和7股纤维束扭转试验,并与离散单元法仿真进行对比,验证了模型的准确性。结果表明,大扭转刚度... 采用离散单元法(DEM)建立了节点球连接球柱纤维模型,进行了弹性和弹塑性纤维束的数值仿真,模拟了单股、7股和19股纤维束扭转过程。还进行单股和7股纤维束扭转试验,并与离散单元法仿真进行对比,验证了模型的准确性。结果表明,大扭转刚度纤维构成的纤维束能够承受更大的外部荷载;相同等效横截面积的纤维束,在扭转角度相同的情况下,19股纤维束能承受的扭矩大于7股纤维束。 展开更多
关键词 离散单元法 纤维束扭转 弹性材料 弹塑性材料
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界面黏结性能影响下FRP加固钢筋混凝土梁抗弯疲劳寿命的数值模拟
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作者 张智梅 严一铭 《河海大学学报(自然科学版)》 北大核心 2025年第3期94-100,共7页
基于混凝土和钢筋的疲劳本构模型及疲劳荷载下FRP-混凝土界面的黏结-滑移本构模型,采用ABAQUS构建了疲劳荷载下外贴FRP板加固钢筋混凝土梁的有限元模型,模拟分析了界面黏结性能影响下FRP加固钢筋混凝土梁抗弯疲劳寿命的特征,并提出了一... 基于混凝土和钢筋的疲劳本构模型及疲劳荷载下FRP-混凝土界面的黏结-滑移本构模型,采用ABAQUS构建了疲劳荷载下外贴FRP板加固钢筋混凝土梁的有限元模型,模拟分析了界面黏结性能影响下FRP加固钢筋混凝土梁抗弯疲劳寿命的特征,并提出了一种可以同时考虑钢筋应力幅和FRP轴向刚度影响的FRP加固钢筋混凝土梁抗弯疲劳寿命预测公式。结果表明:考虑界面黏结性能影响的有限元模型能更准确地模拟出FRP加固钢筋混凝土梁的疲劳破坏模式;减小应力幅和增大FRP轴向刚度均能在不同程度上提高FRP加固钢筋混凝土梁的抗弯疲劳寿命;预测公式计算结果与试验数据吻合较好,验证了公式的准确性,可为FRP加固钢筋混凝土梁工程应用提供一定的参考。 展开更多
关键词 钢筋混凝土梁 疲劳寿命 界面黏结-滑移 纤维增强复合材料 有限元分析
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CFRP加固废弃纤维再生混凝土柱偏心受压力学性能
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作者 康天蓓 朱龙狄 +2 位作者 周家归 张佳昕 周静海 《沈阳建筑大学学报(自然科学版)》 北大核心 2025年第4期485-494,共10页
研究CFRP加固废弃纤维再生混凝土柱偏心受压力学性能,提出适用于废弃纤维再生混凝土柱的加固方案。基于有限元软件ABAQUS,分析加固方式和初始偏心距对CFRP加固废弃纤维再生混凝土柱的偏心受压力学性能的影响,并采用BPNN、PSO-BPNN、SVM... 研究CFRP加固废弃纤维再生混凝土柱偏心受压力学性能,提出适用于废弃纤维再生混凝土柱的加固方案。基于有限元软件ABAQUS,分析加固方式和初始偏心距对CFRP加固废弃纤维再生混凝土柱的偏心受压力学性能的影响,并采用BPNN、PSO-BPNN、SVM和RFR四种机器学习模型对其受压承载力进行预测。研究得出,当偏心距为30mm和60mm时,CFRP全包裹加固试件承载力较未加固试件分别提升了43.1%和34%;不同形式条幅包裹加固试件承载力提升幅度在20%~30%。随着CFRP条幅宽度、层数的增加,减小CFRP条幅间距可以有效地提升CFRP加固效果,减小加固柱的侧向变形。不同加固方式下废弃纤维再生混凝土柱承载力、侧向变形都得到了有效提升。机器学习模型PSO-BNPP的预测结果可为CFRP加固废弃纤维再生混凝土偏心受压柱的工程设计提供较优的CFRP配纤率、CFRP加固方式等技术指标。 展开更多
关键词 碳纤维布 偏心受压 有限元 机器学习
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基于损伤比强度理论的约束钢纤维混凝土塑性-损伤模型及应用 被引量:6
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作者 丁发兴 邓亦南 吴霞 《东南大学学报(自然科学版)》 北大核心 2025年第1期89-97,共9页
为建立钢纤维混凝土(SFRC)三轴塑性-损伤模型(CDP),采用普通混凝土三轴塑性-损伤模型构建方法,对已有钢纤维混凝土单轴力学性能试验数据库进行整理分析,提出适用于不同钢纤维体积分数下混凝土立方体抗压强度、轴心抗压强度、轴心抗拉强... 为建立钢纤维混凝土(SFRC)三轴塑性-损伤模型(CDP),采用普通混凝土三轴塑性-损伤模型构建方法,对已有钢纤维混凝土单轴力学性能试验数据库进行整理分析,提出适用于不同钢纤维体积分数下混凝土立方体抗压强度、轴心抗压强度、轴心抗拉强度、弹性模量、受压峰值应变与受拉峰值应变的统一计算公式以及钢纤维混凝土单轴受压、受拉应力-应变骨架曲线和卸载刚度表达式。根据钢纤维混凝土损伤比强度理论,推荐了塑性-损伤模型中的三轴强度及其他参数,提出约束钢纤维混凝土三轴塑性-损伤模型。结果表明,在钢筋钢纤维混凝土简支梁静力加载、短柱轴压加载以及悬臂柱低周反复加载的有限元模型分析中,所提模型的计算结果与试验结果符合良好。 展开更多
关键词 钢纤维混凝土 力学性能 塑性-损伤模型 有限元分析
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跨逆断层碳纤维加固海底管道抗错动性能研究
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作者 余杨 周志远 +3 位作者 黄明哲 李振眠 徐启龙 余建星 《振动与冲击》 北大核心 2025年第13期230-238,276,共10页
我国海洋油气区块位于环太平洋地震断裂带,长输管道常不可避免地穿越地震断层活跃区。以跨逆断层海底管道作为研究对象,首先建立考虑几何、材料和接触非线性的屈曲失效分析模型,通过文献断层试验和数值模拟结果对比证明了非线性有限元... 我国海洋油气区块位于环太平洋地震断裂带,长输管道常不可避免地穿越地震断层活跃区。以跨逆断层海底管道作为研究对象,首先建立考虑几何、材料和接触非线性的屈曲失效分析模型,通过文献断层试验和数值模拟结果对比证明了非线性有限元模型的正确性。提出了跨断层管段的碳纤维增强复合材料(carbon fiber reinforced plastic,CFRP)包层加固方法,模拟逆断层作用下加固前后海底管道屈曲失效过程,量化分析了CFRP包裹长度、包裹层数、包裹角度对海底管道抵抗错动性能的影响。结果表明,逆断层作用下海底管道将出现拉伸失效、屈曲失效和横截面过度变形等失效模式。在断层破裂面附近区域包裹CFRP能够明显增强海底管道抵抗错动性能;包裹角度为±60°,包裹长度为1.4 m,包裹层数为4层的CFRP包层效果较佳。 展开更多
关键词 海底管道 逆断层 非线性有限元 屈曲失效 碳纤维增强复合材料(CFRP)
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