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Stress and Fracture Strength Analysis for Three-Way Pipes 被引量:3
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作者 XU Jing-jing, WU Yi-min School of Electromechanical Engineering and Automation, Shanghai University, Shanghai 200072, China 《Advances in Manufacturing》 SCIE CAS 2000年第S1期11-15,共5页
Three-way pipes, T and Y pipes, are very important connecting components in pipeline systems, their strength are related to the safety of pipelines. In the case that crack is not detected in the three-way pipe, ANSYS ... Three-way pipes, T and Y pipes, are very important connecting components in pipeline systems, their strength are related to the safety of pipelines. In the case that crack is not detected in the three-way pipe, ANSYS finite element program version 5.6 is applied to study the stress distribution of the three-way pipe and to obtain the optimum fillet radius in the crotch region of the two pipes. The reasonable intersection angle of the two pipes is also obtained. In the case that a surface crack is detected in the three-way pipe, the maximum stress intensity factor (SIF) near the front of the surface crack is studied. 展开更多
关键词 three-way pipes intersection angle CRACK fracture strength stress intensity factor (SIF) Kscc
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An Application of the Modified Shear Lag Model to Study the Influence of Thermal Residual Stresses on the Stiffness and Yield Strength of Short Fiber Reinforced Metal Matrix Composites 被引量:1
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作者 Zhonghao JIANG and Jianshe LIAN(Dept. of Materials Science and Engineering, Jilin University of Technology, Changchun 130025, China)Shangli DONG and Dezhuang YANG(School of Materials Science and Engineering, Harbin Institute of Technology, Harbin 150001, 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 1999年第3期213-221,共9页
The modified shear lag model proposed recently was applied to calculate thermal residual stresses and subsequent stress distributions under tensile and compressive loadings. The expressions for the elastic moduli and ... The modified shear lag model proposed recently was applied to calculate thermal residual stresses and subsequent stress distributions under tensile and compressive loadings. The expressions for the elastic moduli and the yield strengths under tensile and compressive loadings were derived which take account of thermal residual stresses. The asymmetries in the elastic modulus and the yield strength were interpreted using the derived expressions and the obtained results of the stress calculations. The model predictions have exhibited good agreements with the experimental results and also with the other theoretical predictions 展开更多
关键词 ab Figure An Application of the Modified Shear Lag Model to Study the Influence of Thermal Residual stresses on the Stiffness and Yield strength of Short Fiber Reinforced Metal Matrix composites
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Stress Corrosion Cracking of High-strength Drill Pipe in Sour Gas Well
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作者 张智 LI Jing +4 位作者 ZENG Dezhi HU Junying HOU Duo ZHANG Liehui SHI Taihe 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2014年第4期813-816,共4页
In high sour gas reservoir drilling process, it happens occasionally that high-strength drill pipe suffers brittle fracture failure due to stress corrosion cracking, and poses serious hazard to drilling safety. To sol... In high sour gas reservoir drilling process, it happens occasionally that high-strength drill pipe suffers brittle fracture failure due to stress corrosion cracking, and poses serious hazard to drilling safety. To solve this problem, this paper studied the stress corrosion cracking mechanism and infl uencing factors of highstrength drill pipe in sour environment with hydrogen permeation experiments and tensile tests. We simulated practical conditions in laboratory and evaluated the stress corrosion cracking performance of the high-strength drill pipe under conditions of high stress level. For the problems occurring in use of high-strength drill pipe on site, the paper proposed a technical measure for slower stress corrosion cracking. 展开更多
关键词 sour environment high-strength drill pipe stress corrosion cracking
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The Interlayer Stress Analysis of Polyethylene-steel Composite Pipes
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作者 WEI Xu-guang 《新型工业化》 2016年第7期28-33,共6页
Polyethylene-steel Composite Pipes is widely used in conveying corrosive media occasions,but the pipe may lose effectiveness in the process of transporting hot and cold media,so the research of stress distribution and... Polyethylene-steel Composite Pipes is widely used in conveying corrosive media occasions,but the pipe may lose effectiveness in the process of transporting hot and cold media,so the research of stress distribution and variation in polyethylene-steel composite pipes is very necessary.This article first assume that a thin adhesive layer is in between the polyethylene and steel,the adhesive layer along the axial shear stress is the major cause of the polyethylene layer and the steel pipe off sticky.Secondly,we use a method of finite element to computer simulation by ANSYS,and verify initial assumptions.Finally,based on simulation data,we analyse the adhesive layer stress distribution and the variation with different parameters to change.Through the above research,preliminarily summarize the variation and distribution of interlaminar stress,and provide technical support for future design and process improvement of polyethylenesteel pipe. 展开更多
关键词 LAMINATED Polyethylene-steel composite pipeS INTERLAMINAR stress Finite elements ANSYS
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Effect of stress level on fatigue behavior of 2D C/C composites 被引量:2
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作者 杨茜 李贺军 +1 位作者 虞跨海 张守阳 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2013年第7期2135-2140,共6页
Laminated carbon fiber clothes were infiltrated to prepare carbon fiber reinforced pyrolytic carbon (C/C) using isothermal chemical vapor infiltration (CVI). The bending fatigue behavior of the infiltrated C/C com... Laminated carbon fiber clothes were infiltrated to prepare carbon fiber reinforced pyrolytic carbon (C/C) using isothermal chemical vapor infiltration (CVI). The bending fatigue behavior of the infiltrated C/C composites was tested under two different stress levels. The residual strength and modulus of all fatigued samples were tested to investigate the effect of maximum stress level on fatigue behavior of C/C composites. The microstructure and damage mechanism were also investigated. The results showed that the residual strength and modulus of fatigued samples were improved. High stress level is more effective to increase the modulus. And for the increase of flexural strength, high stress level is more effective only in low cycles. The fatigue loading weakens the bonding between the matrix and fiber, and then affects the damage propagation pathway, and increases the energy consumption. So the properties of C/C composites are improved. 展开更多
关键词 C/C composites fatigue behavior stress level residual strength
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In situ strengths of matrix in a composite 被引量:5
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作者 Zheng-Ming Huang Li-Min Xin 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2017年第1期120-131,共12页
A major obstacle to achieving reasonable strength prediction of a composite only from its constituent information is in the determination of in situ strengths of the matrix. One can measure only the original strengths... A major obstacle to achieving reasonable strength prediction of a composite only from its constituent information is in the determination of in situ strengths of the matrix. One can measure only the original strengths of the pure matrix, on the basis of which the predicted transverse strengths of a unidirectional (UD) composite are far from reality. It is impossible to reliably measure matrix in situ strengths. This paper focuses on the correlation between in situ and original strengths. Stress concentrations in a matrix owing to the introduction of fibers are attributed to the strength variation. Once stress concentration factors (SCFs) are obtained, the matrix in situ strengths are assigned as the original counterparts divided by them. Such an SCF cannot be defined following a classical approach. All of the relevant issues associated with determining it are systematically addressed in this paper. Analytical expressions for SCFs under transverse tension, transverse compression, and transverse shear are derived. Closed-form and compact formulas for all of the uniaxial strengths of a UD composite are first presented in this paper. Their application to strength predictions of a number of typical UD composites demonstrates the correctness of these formulas. 展开更多
关键词 compositeS strength formulas MICROMECHANICS stress concentration factor Matrix in situ strength
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Assessment of composite failure and ultimate strength without experiment on composite 被引量:6
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作者 Zheng-Ming Huang Ling Liu 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2014年第4期569-588,共20页
This paper attempts to estimate the ultimate strength of a laminated composite only based on its con- stituent properties measured independently. Three important issues involved have been systematically addressed, i.e... This paper attempts to estimate the ultimate strength of a laminated composite only based on its con- stituent properties measured independently. Three important issues involved have been systematically addressed, i.e., stress calculation for the constituent fiber and matrix materials, failure detection for the lamina and laminate upon the internal stresses in their constituents, and input data determination of the constituents from monolithic measurements. There are three important factors to influence the accuracy of the strength prediction. One is the stress concentration factor (SCF) in the matrix. Another is matrix plasticity. The third is thermal residual stresses in the constituents. It is these three factors, however, that have not been sufficiently well realized in the composite community. One can easily find out the elastic and strength parameters of a great many laminae and laminates in the current literature. Unfortunately, necessary information to determine the SCF, the matrix plasticity, and the thermal residual stresses of the composites is rare or incomplete. A useful design methodology is demonstrated in the paper. 展开更多
关键词 composite · strength · stress concentrations ·Plasticity · Residual stress · Bridging model
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Effect of low temperature treatment on tensile yield strength of SiC_w/6061 Al alloy composites
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作者 姜传海 张文龙 +1 位作者 王德尊 姚忠凯 《中国有色金属学会会刊:英文版》 CSCD 2000年第2期200-203,共4页
The effect of the low temperature treatment at -78 ℃ and -196 ℃ on the microstructure and properties of 18%SiC w/6061(volume fraction) Al alloy composites of as squeeze casting were studied. The results show that, a... The effect of the low temperature treatment at -78 ℃ and -196 ℃ on the microstructure and properties of 18%SiC w/6061(volume fraction) Al alloy composites of as squeeze casting were studied. The results show that, after the low temperature treatment, the dislocation density in matrix increases, and the residual stress of the matrix decreases, as well as the tensile yield strength of the composites improves. The high residual stress exists in the matrix of the composites of as original squeeze casting. The mismatch degree between the matrix and SiC w phases increases during the low temperature treatment. The matrix undergoes the tensile plastic deformation during the cooling procedure. On the contrary, the matrix encountered an elastic unloading procedure during the heating up process from low temperature to room temperature. The increase of dislocation density and the decrease of residual stress in the matrix are the main reason of the improvement for tensile yield strength of the composites. 展开更多
关键词 SiC_w/6061 compositeS DISLOCATION residual stress TENSILE yield strength
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Stress Ratio-Strain Relation of Pile and Soil in Composite Foundation
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作者 刘飞 高全臣 +1 位作者 经来旺 赵延林 《Journal of China University of Mining and Technology》 2004年第2期226-230,共5页
A series of triaxial compression tests were arried out by means of composite-reinforced soil samples to simulate the interaction between soil and pile. The samples are made of gravel or lime-soil with different length... A series of triaxial compression tests were arried out by means of composite-reinforced soil samples to simulate the interaction between soil and pile. The samples are made of gravel or lime-soil with different length at the center. The experiment indicates that the strength of the composite samples can not be obtained by superimposure of reinforcing pile and soil simply according to their replacement proportion. It also indicates the law for stress ratio of reinforcing column to soil. The stress ratio of reinforcing column to soil increases and reaches peak rapidly while load and strain is small. Then the ratio decreases. This law is in accordance with the measuring resuits in construction site. 展开更多
关键词 composite SAMPLE strength stress RATIO experimental study GRAVEL PILE lime-soil PILE
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Engineering Structure and Strength Design of Reducer Bend under Internal Pressure
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作者 CHEN Sun-Yi CHEN Jin LIU Ceng-dian 《International Journal of Plant Engineering and Management》 2016年第2期93-106,共14页
Standard reducer bends have structural functions of both bend and reducer pipe at the same time. However, there is a lack of strength design method in the current codes. In order to develop the strength design method ... Standard reducer bends have structural functions of both bend and reducer pipe at the same time. However, there is a lack of strength design method in the current codes. In order to develop the strength design method of the reducer bends subjected to internal pressure, analytical formulas are re-examined. Finite element analysis and stress measurements of the reducer bend are carried out. It is found that it is not appropriate to analyze the reducer bends by using thin membrane theory. The formula derived directly from circumferential stress formula of reducer bends under internal pressure is conservative, which is further verified by the finite element analysis results and it can thus be applied to piping design. 展开更多
关键词 strength design stress analysis reducer pipe reducer bends ELBOWS
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Experiments of Multi-element Composite Foundation with Steel Pipe Pile and Gravel Pile
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作者 王仙芝 郑俊杰 《Journal of Southwest Jiaotong University(English Edition)》 2008年第3期254-259,共6页
A set of serf-developed apparatus for foundation physical model were utilized to conduct model tests of the multi-element composite foundation with a steel pipe pile and several gravel piles. Some load-bearing charact... A set of serf-developed apparatus for foundation physical model were utilized to conduct model tests of the multi-element composite foundation with a steel pipe pile and several gravel piles. Some load-bearing characteristics of the multi-element Composite foundation, including the curves of foundation settlement, stresses of piles, pile-soil stress ratio, and load-sharing ratio of piles and soil, were obtained to study its working performances in silty sand soil. The experimental results revealed that the multi-element composite foundation with steel pipe pile and gravel pile contributed more than the gravel pile composite foundation in improving the bearing capacity of the silty fine sand. 展开更多
关键词 Steel pipe pile Gravel pile Model test Multi-element composite foundation Pile-soil stress ratio Load-sharing ratio
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Investigation on short-term burst pressure of plastic pipes reinforced by cross helically wound steel wires 被引量:11
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作者 Jin-yang ZHENG Yong-jian GAO +3 位作者 Xiang LI Xiu-feng LIN Yu-bin LU Yan-cong ZHU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2008年第5期640-647,共8页
Plastic pipes reinforced by cross helically wound steel wires (PSP), which have exhibited excellent mechanical performance, consist of inner polyethylene (PE) layer, winding layer and outer PE layer. The winding layer... Plastic pipes reinforced by cross helically wound steel wires (PSP), which have exhibited excellent mechanical performance, consist of inner polyethylene (PE) layer, winding layer and outer PE layer. The winding layer is composed of two monolayers where steel wires are cross helically wound. An analytical procedure is developed to predict the short-term burst pressure of PSP as the monolayer is assumed to be elastic and orthotropic. The 3D anisotropic elasticity and Maximum Stress Failure Criterion are employed in the formulation of the elasticity problem. Good agreement between the theoretical results and the experimental data shows that the proposed approach can well predict the short-term burst pressure of PSP. 展开更多
关键词 composite pipes Maximum stress Criterion Short-term burst pressure
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复合磨损套管爆裂失效机理及剩余强度预测
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作者 邓宽海 张明 +3 位作者 彭阳 周念涛 姚明远 林元华 《天然气工业》 EI CAS CSCD 北大核心 2024年第3期172-183,共12页
超深井、水平井、大位移井等复杂油气井服役工况异常恶劣,套管复合磨损严重,将对井筒完整性构成巨大威胁,且磨损套管剩余强度难以精准预测。为此,基于塔里木盆地塔中北坡顺南区块501井套管磨损数据及P110管材应力—应变本构关系,建立了... 超深井、水平井、大位移井等复杂油气井服役工况异常恶劣,套管复合磨损严重,将对井筒完整性构成巨大威胁,且磨损套管剩余强度难以精准预测。为此,基于塔里木盆地塔中北坡顺南区块501井套管磨损数据及P110管材应力—应变本构关系,建立了充分考虑钻杆本体和接头联合造成的磨损模式、夹角、磨损重叠深度及磨损深度的复合磨损套管有限元力学模型,并开展了多种复合磨损模式下套管弹塑性变形、屈服、裂纹萌生、扩展及爆裂行为模拟,得到了不同复合磨损套管应力分布、剩余抗内压屈服强度及爆裂强度。研究结果表明:(1)月牙夹角在0°~90°时,应力干涉削弱应力集中,月牙夹角在90°~180°时,应力干涉增强应力集中,这种交互作用机制导致磨损套管剩余强度随着月牙夹角增加而先增加后降低;(2)裂纹萌生并起始于等效应力最大的位置即磨损月牙中心,并垂直于最大环向应力沿径向从套管内壁向外壁扩展,且裂纹一旦萌生,裂纹将迅速扩展并发生爆裂失效;(3)灰色关联度分析确定了复合磨损套管剩余强度对磨损深度、月牙夹角、复合磨损形式、月牙重叠深度的敏感性,分析结果表明磨损深度是决定套管剩余强度的主控因素。结论认为,该认识为套管强度设计与优化提供了技术参考,并对准确预测复合磨损套管剩余强度和确保井筒安全及完整性具有重要意义。 展开更多
关键词 油气井 复合磨损 套管 失效机理 应力干涉 应力集中 应力交互 剩余强度
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基于磁各向异性的管壁应力集中区域检测方法
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作者 杨理践 吕志鹏 +2 位作者 高松巍 郑福印 刘斌 《沈阳工业大学学报》 CAS 北大核心 2024年第1期97-102,共6页
针对应力集中导致管壁发生屈服失效的问题,提出了利用磁各向异性检测管壁应力集中区域的方法。从能量角度出发,研究了应力导致管壁产生磁各向异性的机理,建立了管壁当量应力与磁各向异性探头输出电压信号的数学模型,通过计算管壁的当量... 针对应力集中导致管壁发生屈服失效的问题,提出了利用磁各向异性检测管壁应力集中区域的方法。从能量角度出发,研究了应力导致管壁产生磁各向异性的机理,建立了管壁当量应力与磁各向异性探头输出电压信号的数学模型,通过计算管壁的当量应力判断其是否发生屈服失效,搭建了应力检测实验平台。实验结果表明,应力会导致管壁产生磁各向异性,磁各向异性检测方法能够检测出管壁当量应力的变化趋势和主应力方向所在延长线的角度,进而判断管壁是否产生应力集中区域。 展开更多
关键词 磁各向异性 管壁 屈服失效 第三强度理论 能量最低原理 能量守恒定律 磁化率 应力集中区域
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Experimental and Numerical Study on Mechanical Properties of Z-pins Reinforced Composites Adhesively Bonded Single-Lap Joints 被引量:1
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作者 Yinhuan Yang Manfeng Gong +1 位作者 Xiaoqun Xia Linzhi Wu 《Computer Modeling in Engineering & Sciences》 SCIE EI 2022年第4期365-378,共14页
The mechanical properties of Z-pins reinforced composites adhesively bonded single-lap joints(SLJs)under un-directional tension loading are investigated by experimental and numerical methods.Three kinds of joint confi... The mechanical properties of Z-pins reinforced composites adhesively bonded single-lap joints(SLJs)under un-directional tension loading are investigated by experimental and numerical methods.Three kinds of joint configurations,including SLJs with three/two rows of Z-pins and“I”array of Z-pins,are investigated by tension test.The failure modes and mechanism of reinforced joints with different Z-pins numbers and alignment are analyzed,and the comparison is performed for the failure strengths of no Z-pins and Z-pins reinforced joints.According to experimental results,failure modes of three kinds of joints are all mixed failure.It turns out that the Z-pins are pulled out ultimately.The strength of joints of more Z-pins at the end of the overlap area is relatively bigger for the joint of the same Z-pins numbers.The strength of joints with Z-pins compared with non Z-pins joints is growing at 16%.Finally,the three-dimensional distribution of interfacial stress in the lap zone of three kinds of Z-pins reinforced joints is simulated,and the numerical results are in good agreement with the experimental results.It is effective that the numerical calculation of stress analysis is verified. 展开更多
关键词 Z-pins reinforced composite single-lap joint(SLJ) failure mode and strength un-directional tension test interfacial stress
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冲击力下薄壁内衬复合管界面黏结强度效应分析
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作者 卢召红 徐畅 +1 位作者 彭郑飞 王威 《河南科技》 2024年第6期52-57,共6页
【目的】研究薄壁内衬复合管在受冲击力作用下的界面黏结强度对层间剥离屈曲的影响。【方法】建立薄壁内衬复合管在弹性阶段的非线性分析模型,对薄壁内衬复合管材模态试验与分析模型的分析结果进行对比,验证有限元分析模型可靠性。通过... 【目的】研究薄壁内衬复合管在受冲击力作用下的界面黏结强度对层间剥离屈曲的影响。【方法】建立薄壁内衬复合管在弹性阶段的非线性分析模型,对薄壁内衬复合管材模态试验与分析模型的分析结果进行对比,验证有限元分析模型可靠性。通过改变衬层与原基层管壁间的界面黏结强度,研究复合管在冲击力下的动态特征。【结果】研究结果表明,当冲击荷载较小、管道变形处于弹性阶段时,薄壁内衬复合管的损伤大都集中在层间界面处。界面黏结强度对层间剥离屈曲有较大的影响,随着层间界面黏结强度的增加,外基层管与内衬层的最大等效应力差值减少。此外,外基层管和内衬层的变形协调性能力随着黏结强度增加而增大,径向层间位移减小,增加了复合管的整体性和连续性。【结论】研究结果可为薄壁内衬修复管道设计方法及层间界面效应分析提供参考。 展开更多
关键词 薄壁内衬复合管 界面黏结强度 冲击力 层间剥离
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不锈钢内衬修复复合管层间缺陷处应力分析
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作者 卢召红 彭郑飞 +1 位作者 王威 王佳美 《黄河科技学院学报》 2024年第2期57-61,共5页
为研究不锈钢内衬修复前后复合管道内腐蚀缺陷处的应力分布规律以及修复效果,基于有限元软件,建立含单腐蚀坑缺陷的管道模型,改变腐蚀坑的深厚比,忽略黏结层厚度及对腐蚀坑的填补影响,层间采用黏接行为建立界面相互作用分析模型,将修复... 为研究不锈钢内衬修复前后复合管道内腐蚀缺陷处的应力分布规律以及修复效果,基于有限元软件,建立含单腐蚀坑缺陷的管道模型,改变腐蚀坑的深厚比,忽略黏结层厚度及对腐蚀坑的填补影响,层间采用黏接行为建立界面相互作用分析模型,将修复前后腐蚀缺陷处的应力进行对比。随着腐蚀缺陷深厚比的增加,管壁腐蚀缺陷处的径向应力、周向应力、Mises应力都有增大的趋势;修复前缺陷处的周向应力最大,且其值与Mises应力相近;经不锈钢内衬修复后,缺陷处的周向应力下降了11.3%,Mises应力下降了7.12%。腐蚀缺陷的深厚比对管道的应力分布有着显著的影响,所以在进行复合管线安全评估时应注意腐蚀深度的影响;在修复前后,管道腐蚀缺陷处的控制应力一直是周向应力,复合管道的失效可依据周向应力进行判断;经不锈钢内衬修复后,原始缺陷处的应力发生了重分布,其周向应力与Mises应力均有减小,修复效果明显。 展开更多
关键词 腐蚀缺陷 内衬修复 复合管道 应力状态
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INFLUENCE OF FIBER COATING ON TENSILE BEHAVIOR OF UNIDIRECTIONAL C/Mg COMPOSITES
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作者 Zhang, K. Wang, Y.Q. +2 位作者 Zhou, B.L. Zhou, Y.H. Li, H.L. 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1997年第5期398-402,共5页
The mechanical properties and deformation mechanisms of unidirectional carbon fiber reinforced magnesium composites under tensile loading are studied. Two different materials are used as fiber coatings: a single sili... The mechanical properties and deformation mechanisms of unidirectional carbon fiber reinforced magnesium composites under tensile loading are studied. Two different materials are used as fiber coatings: a single silica and a gradient C/SiC/SiO[sb 2]. The results show that, under the same preparation conditions, composite with the former coating is broken in a non-cumulative mode and its failure stress is rather low. Conversely, the latter coating demonstrates much better efficiency and the corresponding composite is broken in a cumulative mode. 展开更多
关键词 Metallic matrix composites Carbon fibers Tensile strength Elastic moduli Coatings SILICA Deformation Crack propagation Crack initiation FRACTURE stresses STRAIN
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Oxidation of Al_2O_3-30%TiCN-0.2%Y_2O_3 Composite
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作者 李喜坤 邱关明 +3 位作者 修稚萌 孙旭东 严长浩 代少俊 《Journal of Rare Earths》 SCIE EI CAS CSCD 2005年第3期276-279,共4页
The oxidation behavior of Al2O3-30%TiCN-0.2%Y2O3 composite and its effect on high temperature bending strength was studied. The result indicates that the mass gain during static oxidation of the material under normal ... The oxidation behavior of Al2O3-30%TiCN-0.2%Y2O3 composite and its effect on high temperature bending strength was studied. The result indicates that the mass gain during static oxidation of the material under normal atmosphere follows the parabolic law. Oxide increases with increasing temperature and prolonging time. It has good oxidation resistance. The product of oxidation of the material is TiO2. Therefore, the volume of the material expands. The oxide film is destroyed because residual stress inside the oxide film is released. Proper oxidation is beneficial to the improvement of bending strength of Al2O3-30%TiCN-0.2%Y2O3 composite. The strength increase is up to 4.5%. 展开更多
关键词 composite Al2O3-30%TiCN-0.2%Y2O3 oxidation behavior bend strength parabolic law residual stress rare earths
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国产三代2.5D SiC_(f)/SiC复合材料的界面力学性能
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作者 管皞阳 张立 +5 位作者 荆开开 师维刚 王晶 李玫 刘永胜 张程煜 《无机材料学报》 SCIE EI CAS CSCD 北大核心 2024年第3期259-266,I0001,共9页
连续碳化硅纤维增强碳化硅复合材料(SiC_(f)/SiC)是下一代航空发动机的关键结构材料,其界面性能是决定材料力学性能的重要因素之一。为此,本研究表征了国产三代2.5D SiC_(f)/SiC的界面性能,并探究其与材料拉伸性能的关系。利用拉伸加/... 连续碳化硅纤维增强碳化硅复合材料(SiC_(f)/SiC)是下一代航空发动机的关键结构材料,其界面性能是决定材料力学性能的重要因素之一。为此,本研究表征了国产三代2.5D SiC_(f)/SiC的界面性能,并探究其与材料拉伸性能的关系。利用拉伸加/卸载过程中的迟滞特性定量分析了2.5D SiC_(f)/SiC中各组元残余应力和界面滑动应力(IFSS),根据断口拔出纤维的断裂镜面半径得到了纤维就位强度(σ_(fu))的统计分布,通过纤维推入法得到界面剪切强度(ISS)和界面脱黏能(G_(i))。结果表明:利用宏观结合细观的方法能够较全面地描述SiC_(f)/SiC从初始裂纹萌生到最终脱黏不同阶段的界面力学性能,2.5D SiC_(f)/SiC的IFSS、ISS和Gi分别为56 MPa、(28±5)MPa和(2.7±0.6)J/m2。ISS和Gi较低,表明界面结合较弱,在剪应力作用下易产生裂纹,而IFSS较大,表明界面脱黏后纤维与基体间相对滑动较为困难,阻碍了纤维拔出,不利于发挥纤维的增强作用。根据获得的界面性能和经典ACK模型,较好地预测出比例极限应力,并结合σ_(fu)预测了2.5D SiC_(f)/SiC的拉伸强度。拉伸强度预测值高于实验值,这与界面处径向残余压应力以及纤维承受的残余拉应力有关。 展开更多
关键词 2.5D SiC_(f)/SiC 拉伸加/卸载 纤维推入 界面剪切强度 界面脱黏能 界面滑动应力
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