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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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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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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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大跨径混凝土连续梁桥下挠过大分析及处置对策研究
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作者 周峰 《科学技术创新》 2026年第2期93-96,共4页
为进一步研究大跨径连续梁桥跨中下挠问题,保障桥梁的健康运营。本文以某大跨径连续箱梁桥为例,从跨江桥梁的运营病害的产生、发展进行研究,梳理了桥梁病害及跨中下挠产生的原因,采用了体外预应力、碳纤维布对主梁进行加固治理的方案。... 为进一步研究大跨径连续梁桥跨中下挠问题,保障桥梁的健康运营。本文以某大跨径连续箱梁桥为例,从跨江桥梁的运营病害的产生、发展进行研究,梳理了桥梁病害及跨中下挠产生的原因,采用了体外预应力、碳纤维布对主梁进行加固治理的方案。基于有限元分析模型,分析了加固治理方案的合理性,并对加固前后的桥梁受力状态进行分析。结果显示:主梁加固处理后,可缓解连续刚构跨中持续下挠问题,提高桥梁结构的运营安全,项目的研究可为类似项目提供参考。 展开更多
关键词 跨中下挠 有限元分析 体外预应力 碳纤维布
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Effect of Fiber Volume Fraction on Longitudinal Tensile Properties of SiCf/Ti-6Al-4V Composites 被引量:1
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作者 娄菊红 YANG Yanqing LIU Shenquan 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2017年第2期278-283,共6页
The longitudinal tensile properties of SiCf/Ti-6Al-4V composites with different fiber volume fractions were simulated by the Monte Carlo 2-D finite element model. The random distribution of fiber strength was expresse... The longitudinal tensile properties of SiCf/Ti-6Al-4V composites with different fiber volume fractions were simulated by the Monte Carlo 2-D finite element model. The random distribution of fiber strength was expressed by the two-parameter Weibull function. Meanwhile, contact elements and birth-death elements were used to describe the interfacial sliding process after debonding and fiber breakage(or matrix cracking) respectively, which was realized by subroutine complied in ANSYS-APDL(ANSYS Parametric Design Language). The experimental results show that the yield stress and ultimate tensile strength of SiCf/Ti-6Al-4V composites increase with increasing fiber volume fraction, while the corresponding strain of them is just on the contrary. In addition, almost the same failure mode is obtained in SiCf/Ti-6Al-4V composites with various fiber volume fractions when the interfacial shear strength is fixed. Finally, the tensile strength predicted by finite element analysis is compared with that predicted by Global load-sharing model, Local load-sharing model and conventional rule of mixtures, thus drawing the conclusion that Local load-sharing model is very perfect for the prediction of the ultimate tensile strength. 展开更多
关键词 composites Monte Carlo finite element modelling longitudinal tensile strength fiber volume fraction
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Analysis of Biomechanical Behaviour of Anterior Teeth Using Two Different Methods: Finite Element Method and Experimental Tests 被引量:3
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作者 Laura M. Bessone Enrique Fernández Bodereau +1 位作者 Gabriela Cabanillas Alejandro Dominguez 《Engineering(科研)》 2014年第3期148-158,共11页
The main objective of this study was to compare the results obtained with both virtual and experimental research methods, when the biomechanical behavior of teeth restored with esthetic posts was investigated. The fin... The main objective of this study was to compare the results obtained with both virtual and experimental research methods, when the biomechanical behavior of teeth restored with esthetic posts was investigated. The finite element method was used to develop models of healthy maxillary canines and maxillary canines restored with definitive crowns and glass-fiber posts, quartzfiber posts, and titanium posts. Stress distribution was observed when external loads were applied. Load was applied in-vitro to analyse the fracture resistance of 48 maxillary canines restored in the same way as it was considered in the virtual method. The analysis of results using the finite element method led to the conclusion that restored teeth, in which the elastic modulus of the post was similar to that of the dentine and the material of the core had the best biomechanical performance. The experimental study validated the virtual analysis. 展开更多
关键词 COMPRESSIVE Strength Glass fiber POSTS QUARTZ fiber POSTS FINITE element Method
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Structural Performance of Light Weight Multicellular FRP Composite Bridge Deck Using Finite Element Analysis 被引量:1
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作者 Woraphot Prachasaree Pongsak Sookmanee 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2012年第5期939-943,共5页
Fiber reinforced polymer (FRP) composite materials having advantages such as higher strength to weight than conventional engineering materials, non-corrosiveness and modularization, which should help engineers to ob... Fiber reinforced polymer (FRP) composite materials having advantages such as higher strength to weight than conventional engineering materials, non-corrosiveness and modularization, which should help engineers to obtain more efficient and cost effective structural materials and systems. Currently, FRP composites are becoming more popular in civil engineering applications. The objectives of this research are to study performance and behavior of light weight multi-cellular FRP composite bridge decks (both module and system levels) under various loading conditions through finite element modeling, and to validate analytical response of FRP composite bridge decks with data from laboratory evaluations. The relative deflection, equivalent flexural rigidity, failure load (mode) and load distribution factors (LDF) based on FE results have been compared with experimental data and discussed in detail. The finite element results showing good correlations with experimental data are presented in this work. 展开更多
关键词 fiber reinforced polymer (FRP) composites bridge deck finite element
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螺旋箍筋纤维混凝土柱受压性能分析
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作者 许琪 卢天钰 +3 位作者 沈霆 杨丽 孙耀辉 管凯歌 《粘接》 2026年第1期143-146,共4页
为了研究螺旋箍筋纤维混凝土柱的受压性能,采用ABAQUS建立了螺旋箍筋纤维混凝土柱有限元模型,并与实验结果对比验证了模型的准确性,分析不同螺旋箍筋间距对螺旋箍筋纤维混凝土柱的轴压性能影响以及不同偏心距对螺旋箍筋纤维混凝土柱承... 为了研究螺旋箍筋纤维混凝土柱的受压性能,采用ABAQUS建立了螺旋箍筋纤维混凝土柱有限元模型,并与实验结果对比验证了模型的准确性,分析不同螺旋箍筋间距对螺旋箍筋纤维混凝土柱的轴压性能影响以及不同偏心距对螺旋箍筋纤维混凝土柱承载力的影响,最后将模拟值与理论值对比分析。结果表明,随箍筋间距增大,构件极限承载力逐渐递减,并且递减程度呈减弱的趋势,当箍筋间距大于80 mm时,随箍筋间距增大,极限承载力基本不发生改变。随偏心距增大,构件极限承载力逐渐递减,并且递减程度呈减弱的趋势。轴心受压承载能力远大于偏心受压承载能力,承载能力随偏心距增大而减小。按公式的计算数值普遍比模拟值偏低,计算公式的结果较为保守,可靠度高,且误差绝对值大部分在5%左右浮动。 展开更多
关键词 螺旋箍筋纤维混凝土柱 轴压 偏压 有限元分析
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Evaluation of interfacial properties in SiC composites using an improved cohesive element method 被引量:2
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作者 Hang Zang Xing-Qing Cao +2 位作者 Chao-Hui He Zhi-Sheng Huang Yong-Hong Li 《Nuclear Science and Techniques》 SCIE CAS CSCD 2018年第2期82-90,共9页
A two-dimensional axisymmetric finite element model based on an improved cohesive element method was developed to simulate interfacial debonding, sliding friction, and residual thermal stresses in SiC composites durin... A two-dimensional axisymmetric finite element model based on an improved cohesive element method was developed to simulate interfacial debonding, sliding friction, and residual thermal stresses in SiC composites during single-fiber push-out tests to extract the interfacial bond strength and frictional stress. The numerical load–displacement curves agree well with experimental curves,indicating that this cohesive element method can be used for calculating the interfacial properties of SiC composites.The simulation results show that cracks are most likely to occur at the ends of the experimental sample, where the maximum shear stress is observed and that the interfacial shear strength and constant sliding friction stress decrease with an increase in temperature. Moreover, the load required to cause complete interfacial failure increases with the increase in critical shear strength, and the composite materials with higher fiber volume fractions have higher bearing capacities. In addition, the initial failure load increases with an increase in interphase thickness. 展开更多
关键词 fiber push-out test COHESIVE element model SiC composites Finite element method INTERFACIAL properties
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Optimization of highly nonlinear dispersion-flattened photonic crystal fiber for supercontinuum generation 被引量:5
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作者 张亚妮 《Chinese Physics B》 SCIE EI CAS CSCD 2013年第1期298-302,共5页
A simple type of photonic crystal fiber (PCF) for supercontinuum generation is proposed for the first time. The proposed PCF is composed of a solid silica core and a cladding with square lattice uniform elliptical a... A simple type of photonic crystal fiber (PCF) for supercontinuum generation is proposed for the first time. The proposed PCF is composed of a solid silica core and a cladding with square lattice uniform elliptical air holes, which offers not only a large nonlinear coefficient but also a high birefringence and low leakage losses. The PCF with nonlinear coefficient as large as 46 W-1 · km-1 at the wavelength of 1.55 um and a total dispersion as low as ±2.5 ps. nm-1 · km -1 over an ultra-broad waveband range of the S-C-L band (wavelength from 1.46 um to 1.625 um) is optimized by adjusting its structure parameter, such as the lattice constant A, the air-filling fraction f, and the air-hole ellipticity η. The novel PCF with ultra-flattened dispersion, highly nonlinear coefficient, and nearly zero negative dispersion slope will offer a possibility of efficient super-continuum generation in telecommunication windows using a few ps pulses. 展开更多
关键词 fiber optics and waveguides full vector finite element method confinement loss
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Virtual ballistic impact testing of Kevlar soft armor:Predictive and validated finite element modeling of the V0-V100 probabilistic penetration response 被引量:4
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作者 Gaurav Nilakantan Suzanne Horner +1 位作者 Virginia Halls James Zheng 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2018年第3期213-225,共13页
This works presents the first fully validated and predictive capability to model the V_0-V_(100) probabilistic penetration response of a woven fabric using a yarn-level fabric finite element model. The V_0-V_(100) cur... This works presents the first fully validated and predictive capability to model the V_0-V_(100) probabilistic penetration response of a woven fabric using a yarn-level fabric finite element model. The V_0-V_(100) curve describes the probability of complete fabric penetration as a function of projectile impact velocity. The exemplar case considered in this paper comprises of a single-layer, fully-clamped, plain-weave Kevlar fabric impacted at the center by a 17-gr, 0.22 cal FSP or fragment-simulating projectile. Each warp and fill yarn in the fabric is individually modeled using 3 D finite elements and the virtual fabric microstructure is validated in detail against the experimental fabric microstructure. Material and testing sources of statistical variability including yarn strength and modulus, inter-yarn friction, precise projectile impact location, and projectile rotation are mapped into the finite element model. A series of impact simulations at varying projectile impact velocities is executed using LS-DYNA on the fabric models, with each model comprising unique mappings. The impact velocities together with the outcomes(penetration, nonpenetration) are used to generate the numerical V_0-V_(100) curve which is then validated against the experimental V_0-V_(100) curve. The numerical Vi-Vrdata(impact, residual velocities) is also validated against the experimental Vi-Vrdata. For completeness, this paper also reports the experimental characterization data and its statistical analysis used for model input, viz. the Kevlar yarn tensile strengths, moduli, and inter-yarn friction, and the experimental ballistic test data used for model validation. 展开更多
关键词 KEVLAR 有限元素 测试数据 验证 概率 预兆 弹道 虚拟
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