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Mechanical properties of AISI 1045 ceramic coated materials by nano indentation and crack opening displacement method 被引量:1
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作者 王燕荣 王一奇 惠志鹏 《Journal of Central South University》 SCIE EI CAS 2012年第11期3023-3027,共5页
Abstract: An effective approach was conducted for estimating fracture toughness using the crack opening displacement (COD) method for plasma enhanced chemical vapor deposition (PECVD) coating materials. For this ... Abstract: An effective approach was conducted for estimating fracture toughness using the crack opening displacement (COD) method for plasma enhanced chemical vapor deposition (PECVD) coating materials. For this evaluation, an elastoplastic analysis was used to estimate critical COD values for single edge notched bending (SENB) specimens. The relationship between fracture toughness (Kic) and critical COD for SENB specimens was obtained. Microstructure of the interface between AleO3-TiO2 composite ceramic coatings and AISI 1045 steel substrates was studied by using scanning electron microscope (SEM). Chemical compositions were clarified by energy-dispersive X-ray spectroscopy (EDS). The results show that the interface between of Al203-TiO2 and substrate has mechanical combining. The nanohardness of the coatings can reach 1 200 GPa examined by nanoindentation. The Klc was calculated according to this relationship from critical COD. The bending process produces a significant relationship of COD independent of the axial force applied. Fractographic analysis was conducted to determine the crack length. From the physical analysis of nanoindentation curves, the elastic modulus of 1045/AI2O3-TiO2 is 180 GPa for the 50 μm film. The highest value of fracture toughness for 1045/A1203-TiO2-250 μm is 348 MPa·mv2. 展开更多
关键词 crack opening displacement (cod single edge notched bending (SENB) plasma enhanced chemical vapor deposition(PECVD) fracture toughness NANOINDENTATION
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Critical crack tip opening displacement of different strength concrete
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作者 王冰 张秀芳 +1 位作者 戴建国 徐世烺 《Journal of Central South University》 SCIE EI CAS 2011年第5期1693-1699,共7页
Critical crack tip opening displacement (CTODc) of concrete using experimental and analytical evaluation with seven different compressive strengths ranging from 30 up to 150 MPa was studied based on two types of fract... Critical crack tip opening displacement (CTODc) of concrete using experimental and analytical evaluation with seven different compressive strengths ranging from 30 up to 150 MPa was studied based on two types of fracture tests:three-point bending (TPB) and wedge splitting (WS).In the tests,the values of CTODc were experimentally recorded using a novel technique,in which fiber Bragg grating (FBG) sensors were used,and two traditional techniques,in which strain gauges and clip gauges were deployed.The values of CTODc of tested concrete were also predicted using two existing analytical formulae proposed by JENQ & SHAH and XU,respectively.It is found that the values of CTODc obtained by both experimental measurements and analytical formulae exhibit a negligible variation as the compressive strength of concrete increases,and the test geometry adopted has little impact on the value of CTODc.Regarding the experimental measurement of CTODc,the clip gauge method generally leads to a larger value of CTODc and shows a more significant scatter as compared with the other two methods,while the strain gauge method leads to a slightly lower CTODc as compared with the FBG sensor method.The analytical formula proposed by JENQ and SHAH is found to generally lead to an overestimation,while the analytical formula proposed by XU shows a good accuracy. 展开更多
关键词 critical crack tip opening displacement (CTODo) fiber Bragg grating (FBG) sensors three-point bending (TPB) tests wedge splitting (WS) tests high strength CONCRETE
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Analytical solution for the effective elastic properties of rocks with the tilted penny-shaped cracks in the transversely isotropic background
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作者 Zheng-Qian Ma Xing-Yao Yin +2 位作者 Zhao-Yun Zong Yuan-Yuan Tan Ya-Ming Yang 《Petroleum Science》 SCIE EI CAS CSCD 2024年第1期221-243,共23页
Seismic prediction of cracks is of great significance in many disciplines,for which the rock physics model is indispensable.However,up to now,multitudinous analytical models focus primarily on the cracked rock with th... Seismic prediction of cracks is of great significance in many disciplines,for which the rock physics model is indispensable.However,up to now,multitudinous analytical models focus primarily on the cracked rock with the isotropic background,while the explicit model for the cracked rock with the anisotropic background is rarely investigated in spite of such case being often encountered in the earth.Hence,we first studied dependences of the crack opening displacement tensors on the crack dip angle in the coordinate systems formed by symmetry planes of the crack and the background anisotropy,respectively,by forty groups of numerical experiments.Based on the conclusion from the experiments,the analytical solution was derived for the effective elastic properties of the rock with the inclined penny-shaped cracks in the transversely isotropic background.Further,we comprehensively analyzed,according to the developed model,effects of the crack dip angle,background anisotropy,filling fluid and crack density on the effective elastic properties of the cracked rock.The analysis results indicate that the dip angle and background anisotropy can significantly either enhance or weaken the anisotropy degrees of the P-and SH-wave velocities,whereas they have relatively small effects on the SV-wave velocity anisotropy.Moreover,the filling fluid can increase the stiffness coefficients related to the compressional modulus by reducing crack compliance parameters,while its effects on shear coefficients depend on the crack dip angle.The increasing crack density reduces velocities of the dry rock,and decreasing rates of the velocities are affected by the crack dip angle.By comparing with exact numerical results and experimental data,it was demonstrated that the proposed model can achieve high-precision estimations of stiffness coefficients.Moreover,the assumption of the weakly anisotropic background results in the consistency between the proposed model and Hudson's published theory for the orthorhombic rock. 展开更多
关键词 Effective elastic property Tilted crack Transverse isotropy Analytical solution crack opening displacement
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Solution of stress intensity factors of multiple cracks in plane elasticity with eigen COD formulation of boundary integral equation 被引量:1
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作者 郭钊 马杭 《Journal of Shanghai University(English Edition)》 CAS 2011年第3期173-179,共7页
The concept of eigen crack opening displacement (COD) can be defined as the COD of a crack in infinite plate under the tractions acting on the crack surface. By introducing this concept, the eigen COD formulation of... The concept of eigen crack opening displacement (COD) can be defined as the COD of a crack in infinite plate under the tractions acting on the crack surface. By introducing this concept, the eigen COD formulation of boundary integral equation is proposed in this paper, together with the solution procedures for multiple crack problems in plane elasticity. With the proposed approach, the multiple crack problems can be solved with the conventional displacement discontinuity boundary integral equations in an iterative fashion with a small size of system matrix as that in the numerical Green’s function (NGF) approach but without the trouble to determine the complementary solutions since the standard boundary element discretization on the crack surface is no longer required with the proposed approach. Some numerical examples computing the stress intensity factors are presented and compared with those in literature to show the accuracy and the effectiveness of the proposed approach. 展开更多
关键词 crack opening displacement (cod multiple cracks stress intensity factor boundary integral equation ITERATION
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基于材料断裂韧度测试的COD换算方法研究 被引量:8
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作者 金蕾 蔡力勋 包陈 《机械强度》 CAS CSCD 北大核心 2010年第1期116-120,共5页
考虑到断裂韧度J积分塑性分量的塑性功由载荷与加载线位移关系得到,通过测试CT(compact tension)和SEB(single edge bending)试样的裂纹嘴张开位移实现J积分计算,提出适用于两种试样的裂纹嘴张开位移与加载线张开位移转换的换算公式,并... 考虑到断裂韧度J积分塑性分量的塑性功由载荷与加载线位移关系得到,通过测试CT(compact tension)和SEB(single edge bending)试样的裂纹嘴张开位移实现J积分计算,提出适用于两种试样的裂纹嘴张开位移与加载线张开位移转换的换算公式,并采用45钢CT试样和30CrMo钢SEB试样对新公式进行有限元数值比对和试验比对。结果表明,新公式结果与规范演算结果之间的相对误差不超过0.4%,与有限元分析结果之间的相对误差不超过0.6%,与CT试样试验结果之间的相对误差小于4.5%,与SEB试样试验结果之间的相对误差小于6%。 展开更多
关键词 断裂韧度 裂纹张开位移 J积分 有限元 规范
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采用DIC技术的超高性能混凝土的断裂性能研究
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作者 樊春林 丁小明 +2 位作者 刘恒波 陈红鸟 许应杰 《混凝土》 CAS 北大核心 2024年第6期220-225,共6页
为研究超高性能混凝土(UHPC)的Ⅱ型断裂性能,对不同初始缝高比(a/W)的UHPC双缺口立方体(DNC)试件进行了抗压试验。基于数字图像相关(DIC)技术分析了UHPC的DNC试件的失效特征和裂缝扩展过程,得到了UHPC的Ⅱ型断裂参数,并评估了不同a/W下U... 为研究超高性能混凝土(UHPC)的Ⅱ型断裂性能,对不同初始缝高比(a/W)的UHPC双缺口立方体(DNC)试件进行了抗压试验。基于数字图像相关(DIC)技术分析了UHPC的DNC试件的失效特征和裂缝扩展过程,得到了UHPC的Ⅱ型断裂参数,并评估了不同a/W下UHPC的断裂性能。试验表明:试件的破坏模式为沿缺口尖端发生局部偏剪切破坏,其主裂缝包括斜裂缝和左、右垂直裂缝,试件的荷载-位移曲线呈现出双峰值现象,两个峰值荷载分别对应斜裂缝和垂直裂缝充分扩展的时刻;斜裂缝和垂直裂缝的张开位移(COD)和滑移位移(CSD)与韧带高度近似呈线性关系;随着a/W的增大,起裂荷载减小,断裂韧度和断裂能先增大后减小,斜裂缝的长度和起始角减小,斜裂缝缺口尖端处的COD减小,CSD基本不变。 展开更多
关键词 超高性能混凝土 双缺口立方体 数字图像相关 裂缝张开位移 裂缝滑移位移 断裂性能
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多裂纹问题计算分析的本征COD边界积分方程方法 被引量:7
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作者 郭钊 郭子涛 易玲艳 《应用数学和力学》 CSCD 北大核心 2019年第2期200-209,共10页
针对多裂纹问题,若采用常规的数值求解技术,计算效率较低.为实现多裂纹问题的大规模数值模拟,建立了本征裂纹张开位移(crack opening displacement,COD)边界积分方程及其迭代算法,并引入Eshelby矩阵的定义,将多裂纹分为近场裂纹和远场... 针对多裂纹问题,若采用常规的数值求解技术,计算效率较低.为实现多裂纹问题的大规模数值模拟,建立了本征裂纹张开位移(crack opening displacement,COD)边界积分方程及其迭代算法,并引入Eshelby矩阵的定义,将多裂纹分为近场裂纹和远场裂纹来处理裂纹间的相互影响.以采用常单元作为离散单元的快速多极边界元法为参照,对提出的计算模型和迭代算法进行了数值验证.结果表明,本征COD边界积分方程方法在处理多裂纹问题时取得较大的改进,其计算效率显著高于传统的边界元法和快速多极边界元法. 展开更多
关键词 多裂纹问题 本征裂纹张开位移 边界积分方程 快速多极边界元法 数值模拟
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用于弯曲型试样断裂韧性计算的COD转换公式精解 被引量:4
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作者 姚瑶 蔡力勋 包陈 《中国测试》 CAS 北大核心 2013年第1期25-30,共6页
根据有限元精细网格计算结果,分析材料硬化及裂尖塑性变形对直通型CT试样(front force compacttension,FFCT)及三点弯曲试样(single edged notched bending,SEB)COD转换的影响。结果表明,材料硬化及裂尖塑性变形对上述两种试样的COD转... 根据有限元精细网格计算结果,分析材料硬化及裂尖塑性变形对直通型CT试样(front force compacttension,FFCT)及三点弯曲试样(single edged notched bending,SEB)COD转换的影响。结果表明,材料硬化及裂尖塑性变形对上述两种试样的COD转换均存在影响,但影响较小,均可忽略。通过其试样变形几何关系,提出用于FFCT试样断裂韧性测试中计算J积分塑性功的裂纹嘴张开位移与加载线张开位移的弹塑性转换公式;对于SEB试样,通过对不同本构参数有限元精细网格计算结果进行耦合的方法获得COD转换公式。该文公式形式均较为简单,且与有限元结果相对误差较小,具有较高的置信度。 展开更多
关键词 直通型CT试样 三点弯曲试样 有限元分析 cod转换
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金属试样裂纹尖端COD的焦散线法测定 被引量:3
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作者 段自力 《华中理工大学学报》 CSCD 北大核心 1995年第5期117-120,共4页
根据焦散线法和弹塑性断裂力学原理,提出和分析了测量裂纹尖端COD的三种实验方法,对焦散线法和伪焦散线法联合测定COD的方法进行了深入的研究,并列举了该法的具体应用,从而改进了TheocarisPS提出的经典焦散线测量... 根据焦散线法和弹塑性断裂力学原理,提出和分析了测量裂纹尖端COD的三种实验方法,对焦散线法和伪焦散线法联合测定COD的方法进行了深入的研究,并列举了该法的具体应用,从而改进了TheocarisPS提出的经典焦散线测量方法。 展开更多
关键词 金属试样 裂纹尖端 cod 焦散线法 伪焦散线法
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基于有限元模拟材料缺陷对U71Mn钢表面主裂纹的影响
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作者 王强胜 江晓禹 《成都大学学报(自然科学版)》 2024年第1期76-81,共6页
通过有限元法研究了U71Mn钢在弹塑性状态下,其材料缺陷(孔洞)对表面主裂纹尖端力学行为的影响.重点分析了裂纹尖端张开位移(CTOD)、表面张开位移(FSOD)、孔洞方位角β与孔洞半径r等相关变量对裂纹尖端J积分的影响.结果显示,裂纹面对应... 通过有限元法研究了U71Mn钢在弹塑性状态下,其材料缺陷(孔洞)对表面主裂纹尖端力学行为的影响.重点分析了裂纹尖端张开位移(CTOD)、表面张开位移(FSOD)、孔洞方位角β与孔洞半径r等相关变量对裂纹尖端J积分的影响.结果显示,裂纹面对应力有屏蔽作用,导致裂纹面附近的应力松弛,而裂纹尖端对应力有放大作用,随着外力增加将导致裂纹的扩展;孔洞位于主裂纹尖端约-75°<β<75°范围时,孔洞将促进裂纹尖端的变形,导致CTOD及J积分值增加,促进主裂纹的扩展;而孔洞位于75°<β<90°或-90°<β<-75°范围时,孔洞将阻碍裂纹尖端的变形,导致CTOD及J积分值均比无孔洞时要小,从而抑制主裂纹的扩展. 展开更多
关键词 U71Mn钢 孔洞 J积分 裂纹张开位移 裂纹扩展
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孔洞对COD影响的实验研究
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作者 周增国 李之达 《武汉理工大学学报(交通科学与工程版)》 北大核心 2001年第3期326-328,共3页
在缺陷体流变学的理论框架下 ,运用云纹实验法 ,对聚丙烯板试件中孔洞对主裂纹影响的流变特性进行了实验研究 ,用裂尖张开位移 COD描述了孔洞对静止主裂纹的影响 ,并用曲面方程表述了孔洞的方位角和时间对 COD的影响规律 .在>60... 在缺陷体流变学的理论框架下 ,运用云纹实验法 ,对聚丙烯板试件中孔洞对主裂纹影响的流变特性进行了实验研究 ,用裂尖张开位移 COD描述了孔洞对静止主裂纹的影响 ,并用曲面方程表述了孔洞的方位角和时间对 COD的影响规律 .在>60°时 ,COD值继续减小 .管长线外的那个孔洞对 展开更多
关键词 流变性材料 缺陷体流变学 裂尖张开位移 云纹法 孔洞 cod 实验研究
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Strip-coalesced interior zone model for two unequal collinear cracks weakening piezoelectric media 被引量:1
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作者 R.R.BHARGAVA K.JANGID 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2014年第10期1249-1260,共12页
In this paper, a mathematical strip-saturation model is proposed for a poled transversely isotropic piezoelectric plate weakened by two impermeable unequal-collinear hairline straight cracks. Remotely applied in-plane... In this paper, a mathematical strip-saturation model is proposed for a poled transversely isotropic piezoelectric plate weakened by two impermeable unequal-collinear hairline straight cracks. Remotely applied in-plane unidirectional electromechanical loads open the cracks in mode-I such that the saturation zone developed at the interior tips of cracks gets coalesced. The developed saturation zones are arrested by distributing over their rims in-plane normal cohesive electrical displacement. The problem is solved using the Stroh formalism and the complex variable technique. The expressions are derived for the stress intensity factors (SIFs), the lengths of the saturation zones developed, the crack opening displacement (COD), and the energy release rate. An illustrative numerical case study is presented for the poled PZT-5H ceramic to investigate the effect of prescribed electromechanical loads on parameters affecting crack arrest. Also, the effect of different lengths of cracks on the SIFs and the local energy release rate (LERR) has been studied. The results obtained are graphically presented and analyzed. 展开更多
关键词 crack opening displacement (cod energy release rate piezoelectric ce-ramic Stroh formalism saturation zone unequal-collinear crack
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CLOSED-FORM WEIGHT FUNCTION FOR EDGE CRACK PROBLEMS 被引量:2
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作者 Wu Xueren(X.R.Wu) (Institute of Aeronautical Materials,Beijing 100095) 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 1990年第2期151-159,共9页
An accurate crack surface opening displacement formula for edge cracks in finite bodies has been derived,and was subsequently used to develop wide-range closed-form weight functions for edge cracks. The analytical wei... An accurate crack surface opening displacement formula for edge cracks in finite bodies has been derived,and was subsequently used to develop wide-range closed-form weight functions for edge cracks. The analytical weight function is general and can be easily used to determine accurate stress intensity factors and crack surface opening displacements for arbitrarily loaded edge cracks with high efficiency.Examples have been given for problems of edge crack(s)with a number of typical load conditions for illustration. 展开更多
关键词 crack weight function stress intensity factor crack opening displacement fracture mechanics
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SLOW PROPAGATION OF FATIGUE CRACK NEAR THRESHOLD 被引量:1
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作者 DENG Rongying ZHOU Aihua JIANG Huaiqing LI Chunxiu Institute of Mechanics,Academia Sinica,Beijing,ChinaZHANG Liqing,SUN Yutian Beijing Institute of Engineering,Beijing,China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1989年第6期439-443,共5页
The effect of pearlite interlamellar spacing(d)from 0.31 to 0.77 μm of T8 steel on fatigue crack propagation near threshold has been investigated at different stress ratios(R).The closure stress intensity factor(K_(c... The effect of pearlite interlamellar spacing(d)from 0.31 to 0.77 μm of T8 steel on fatigue crack propagation near threshold has been investigated at different stress ratios(R).The closure stress intensity factor(K_(cl)),the threshold value(ΔK_(th))and crack tip opening dis- placement range(ΔCOD)were measured.The results show that pearlite interlamellar spac- ing in this range has no effect on K_(cl),but has effect on the threshold value in low stress ratio. The threshold value is higher for materials with larger interlamellar spacing.No matter what the stress ratio is,during the propagation near threshold,the propagation rate will be the same,provieded the crack tip opening displacement range is the same. Metallurgical examinations were also carried out to show that the crack propagation path is sensitive to mierostructure.The crack always propagates along either boundary of pearlite colony or ferrite lamellar in pearlite. 展开更多
关键词 pearlitic steel fatigue crack propagation THRESHOLD opening displacement
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基于COD断裂准则的土体干缩裂隙萌生扩展力学机制
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作者 周峙 张表志 +1 位作者 张家铭 罗易 《土木工程学报》 EI CSCD 北大核心 2022年第11期62-71,共10页
为探究土体干缩裂隙演化力学机制,基于单向干燥开裂试验规律概化了裂隙演化物理模型。在弹塑性断裂力学EPFM理论框架内,考虑裂隙顶端张开位移表征断裂临界参数,建立了裂隙扩展过程中的损伤本构关系,并对其物理过程进行了数值分析。研究... 为探究土体干缩裂隙演化力学机制,基于单向干燥开裂试验规律概化了裂隙演化物理模型。在弹塑性断裂力学EPFM理论框架内,考虑裂隙顶端张开位移表征断裂临界参数,建立了裂隙扩展过程中的损伤本构关系,并对其物理过程进行了数值分析。研究表明:容器边界处产生的裂隙仅是边界效应,并非土体开裂自然现象,且边界约束会降低裂隙扩展速率;土体天然缺陷会导致干燥过程中出现收缩应力的集中,优先萌生裂隙;裂隙顶端阻力过大会降低裂隙扩展规模和发展速率,残余收缩阶段的土体干燥裂隙扩展规模有限;基于COD张开位移断裂准则的土体干缩裂隙演化物理模型能很好的反映裂隙扩展过程,单元试验内矩形试样的裂隙角度分布在30°~135°;数值试验中因天然缺陷随机发育较多形成的裂隙分岔较多,且最初萌生裂隙的区域总位移通常较大,为2.573×10^(-3)~4.512×10^(-3)m,分支衍生裂隙周边土体位移较小,仅为1.073×10^(-3)~1.526×10^(-3)m。工程实践中,若能采取合理的约束或保湿控裂措施可适当降低裂隙扩展速率和裂隙规模。 展开更多
关键词 黏土 裂隙萌生扩展 张开位移 cod断裂准则
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浅裂纹COD减小因子m值的分析与计算
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作者 黄筱调 《力学与实践》 CSCD 北大核心 1999年第6期40-42,共3页
本文提出了适用于工程中浅裂纹J积分和COD的关系式,根据实验和三维有限元计算的结果,对COD值减小因子m值进行了分析,为浅裂纹断裂强度设计与断裂破坏分析提供一种思路.
关键词 浅裂纹 J积分 裂纹张开位移 cod
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大骨料混凝土缝端张开位移(COD) 被引量:1
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作者 涂传林 牛焱州 陆忠明 《实验力学》 CSCD 北大核心 1993年第2期180-186,共7页
本文通过对大骨料全级配水工混凝土的系列三点弯曲梁试验表明;混凝土缝端临介张开位移 COD 具有明显的尺寸效应,COD 不能作为控制混凝土失稳断裂的材料参数;骨料最大粒径 D_max对 COD 无明显影响。
关键词 大骨料混凝土 缝端 张开位移
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PERIODICAL INTERFACIAL CRACKS IN ANISOTROPIC ELASTOPLASTIC MEDIA
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作者 肖万伸 周建平 唐国金 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2003年第11期1342-1347,共6页
By using Fourier transformation the boundary problem of periodical interfacial cracks in anisotropic elastoplastic bimaterial was transformed into a set of dual integral equations and then it was further reduced by me... By using Fourier transformation the boundary problem of periodical interfacial cracks in anisotropic elastoplastic bimaterial was transformed into a set of dual integral equations and then it was further reduced by means of definite integral transformation into a group of singular equations. Closed form of its solution was obtained and three corresponding problems of isotropic bimaterial, of a single anisotropic material and of a bimaterial of isotropy- anisotropy were treated as the specific cases. The plastic zone length of the crack tip and crack openning displacement ( COD) decline as the smaller yield limit of the two bonded materials rises, and they were also determined by crack length and the space between two neighboring cracks . In addition , COD also relates it with moduli of the materials . 展开更多
关键词 periodical crack interfacial crack anisotropic elastoplastic fracture of bi-rnaterial antiplane problem Dugdale-Barenblatt (D-B ) model crack openning displacement (cod)
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STUDY ON THE RELATIONSHIP BETWEEN J-INTEGRAL AND COD
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作者 Y. G. Cao X. Y. Sun K. Tanaka 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2007年第6期417-424,共8页
J-integral arid crack opening displacement 8 (COD) were important parameters for characterization of fractures in engineering materials. The relationship between J-integral arid COD has been investigated for a long ... J-integral arid crack opening displacement 8 (COD) were important parameters for characterization of fractures in engineering materials. The relationship between J-integral arid COD has been investigated for a long time and was generally represented as J = m σy, δ, where σy is the yield strength arid m is a function of specimen geometry arid material properties. To determine the value of m, extensive studies and experiments have been performed. The method that used the fracture-surface topography analysis ( FRASTA ) for determining J-integral from fracture surfaces of materials was introduced. On the basis of the relationship between COD arid fracture surface average profile, the relationship between J-integral arid COD was deduced arid compared with the generally used equation. The method was experimentally confirmed to be able to provide a new way to determine the relationship between J-integral and COD. 展开更多
关键词 FRASTA (fracture-surface topography analysis) J-INTEGRAL cod crack opening displacement
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Moving line crack accompanied with damage zone subject to remote tensile loading
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作者 Minwei CHEN Min LI Xuesong TANG 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2015年第9期1213-1222,共10页
In the 1920s, a closed-form solution of the moving Criffith crack was first obtained by Yoffe. Based on Yoffe's solution, the Dugdale model for the moving crack case gives a good result. However, the Dugddle model fa... In the 1920s, a closed-form solution of the moving Criffith crack was first obtained by Yoffe. Based on Yoffe's solution, the Dugdale model for the moving crack case gives a good result. However, the Dugddle model fails when the crack speed is closed to the Rayleigh wave speed because of the discontinuity occurred in the crack opening displacement (COD). The problem is solved in this paper by introducing a restraining stress zone ahead of the crack tip and two velocity functions. The restraining stresses are linearly distributed and related to the velocity of the moving crack. An analytical solution of the problem is obtained by use of the superposition principle and a complex function method. The final result of the COD is continuous while the crack moves at a Rayleigh wave speed. The characteristics of the strain energy density (SED) and numerical results are discussed, and conclusions are given. 展开更多
关键词 moving crack restraining stress zone complex function method crackopening displacement (cod strain energy density (SED)
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