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Green's function for T-stress of semi-infinite plane crack
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作者 崔元庆 杨卫 仲政 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2011年第8期973-980,共8页
Green’s function for the T-stress near a crack tip is addressed with an analytic function method for a semi-infinite crack lying in an elastical, isotropic, and infinite plate. The cracked plate is loaded by a single... Green’s function for the T-stress near a crack tip is addressed with an analytic function method for a semi-infinite crack lying in an elastical, isotropic, and infinite plate. The cracked plate is loaded by a single inclined concentrated force at an interior point. The complex potentials are obtained based on a superposition principle, which provide the solutions to the plane problems of elasticity. The regular parts of the potentials are extracted in an asymptotic analysis. Based on the regular parts, Green’s function for the T-stress is obtained in a straightforward manner. Furthermore, Green’s functions are derived for a pair of symmetrically and anti-symmetrically concentrated forces by the superimposing method. Then, Green’s function is used to predict the domain-switch-induced T-stress in a ferroelectric double cantilever beam (DCB) test. The T-stress induced by the electromechanical loading is used to judge the stable and unstable crack growth behaviors observed in the test. The prediction results generally agree with the experimental data. 展开更多
关键词 Green’s function T-stress complex variable function semi-infinite crack fracture mechanics
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考虑中导洞施工效应的双连拱隧道应力与位移复变函数解
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作者 张治国 李乃义 +2 位作者 牛瑞 王安源 朱正国 《岩土力学》 北大核心 2025年第S1期141-158,共18页
目前针对双连拱隧道施工影响的理论分析中较少考虑中导洞带来的施工效应,而含中导洞的双连拱隧道是较为常见的一种设计类型。实际施工中,中导洞先行施工,存在中导洞与左洞1、右洞2共用衬砌边界以及中隔墙的回筑工序。基于复变函数理论解... 目前针对双连拱隧道施工影响的理论分析中较少考虑中导洞带来的施工效应,而含中导洞的双连拱隧道是较为常见的一种设计类型。实际施工中,中导洞先行施工,存在中导洞与左洞1、右洞2共用衬砌边界以及中隔墙的回筑工序。基于复变函数理论解和Schwarz交替法,提出了考虑中导洞施工效应的双连拱隧道衬砌与围岩应力和变形的计算方法。针对中导洞与左右相邻洞室具有共用衬砌边界的特点,利用柯西积分法进行求解时,将各洞衬砌与围岩接触的边界积分条件转化为仅存在单洞时的完整边界积分与共用边界积分之差,与采用Schwarz交替法求解三洞相互作用过程中某一洞室开挖对邻洞产生“附加面力”的过程一致。基于苏州七子山连拱隧道工程,将解析结果与监测数据、数值模拟结果进行对比,证明了复变函数方法的可行性。此外,针对围岩泊松比、围岩弹性模量、中导洞高宽比、连拱整体对称性为关键因素,对围岩位移和衬砌临空面位移开展敏感性分析。结果表明:围岩弹性模量变化对洞1及洞2衬砌位移影响趋势一致。在相同角度下,围岩弹性模量越大,衬砌总位移越小,洞1、洞2衬砌位移均呈现“W”型,位移递增趋势拐点均位于左右拱脚处;中导洞高宽比越大,中导洞截面越趋向“高窄”型,中导洞围岩与衬砌最大主应力均出现增大趋势;当中导洞尺寸不变时,将另一洞室截面尺寸增大及减小,变为对称施工条件时,原洞室衬砌位移也出现增大及减小趋势,且共用衬砌区域增大趋势更明显。 展开更多
关键词 双连拱隧道 中导洞 SCHWARZ交替法 复变函数 应力场 位移场
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矩形巷道围岩应力分布及塑性区演化规律分析
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作者 刘洪涛 程文聪 +5 位作者 韩子俊 刘勤裕 吴双 张荣光 乔钟槿 张熙莹 《采矿与安全工程学报》 北大核心 2025年第5期998-1007,共10页
巷道围岩应力分布与塑性区范围是巷道支护参数设计时的重要参考指标,基于复变理论获得矩形巷道围岩应力解析解和塑性区隐性方程,运用控制变量法研究不同应力场下巷道围岩应力分布特征及塑性区演化规律,通过与等效圆法思想对比分析巷道... 巷道围岩应力分布与塑性区范围是巷道支护参数设计时的重要参考指标,基于复变理论获得矩形巷道围岩应力解析解和塑性区隐性方程,运用控制变量法研究不同应力场下巷道围岩应力分布特征及塑性区演化规律,通过与等效圆法思想对比分析巷道局部不规则位置对塑性区分布的影响,并借助数值模拟验证理论分析的可靠性。研究结果表明:矩形巷道周边应力分布存在显著差异,应力环境的改变会导致巷道顶底板与两帮应力呈负相关变化,垂直于巷道轴向的围岩切向应力与径向应力均呈梯度变化,且在巷道围岩浅部区域两者变化幅度较大,随着远离巷道中心距离的增加,变化幅度逐渐放缓并最终恢复至原岩应力状态;巷道围岩塑性区扩展形态的不规则性随侧压系数的减小而逐渐增强,其形态由类椭圆形向类蝶形过渡再向蝶形演化,且理论分析与数值计算得到的围岩塑性区形态具有较高吻合度;复变理论分析与等效圆法分析所得塑性区尺寸及形态存在一定偏差,其中复变理论分析所得塑性区扩展形态与数值模拟更为吻合,这是由于等效圆法在理论分析时对断面形状进行了简化,难以准确反映巷道局部不规则位置的真实应力环境,表明局部不规则位置对围岩塑性区扩展具有显著影响。 展开更多
关键词 矩形围岩应力 复变函数 蝶形破坏理论 巷道塑性区 等效圆
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均匀拉伸开孔加筋无限板的应力半解析算法
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作者 王小明 《哈尔滨工程大学学报》 北大核心 2025年第1期181-188,共8页
为了研究均匀拉伸开孔加筋无限板的应力计算方法,本文提出半解析计算方法。以复变函数为数学工具,推导开孔无限光板在面内受集中力作用下的应力函数,由此引入复变函数表达的应力函数的影响函数和位移影响函数。板筋之间的拉压力看作是... 为了研究均匀拉伸开孔加筋无限板的应力计算方法,本文提出半解析计算方法。以复变函数为数学工具,推导开孔无限光板在面内受集中力作用下的应力函数,由此引入复变函数表达的应力函数的影响函数和位移影响函数。板筋之间的拉压力看作是沿加强筋长度连续分布的无数个集中力,通过板筋之间的位移协调条件,即板筋接触面上的质点的位移相同,列出位移协调方程,这一方程是奇异积分方程。将所有连续分布的集中力离散成有限个集中力,运用数值解法求解这一方程,则可以求出所有板筋间的集中力。运用数值方法,推导了开孔单筋无限板、开孔双筋无限板和开孔三筋无限板的板筋作用力计算方程。求出板筋间作用力后,加筋板中板的应力函数则为应力函数的影响函数与各个集中力乘积后的累加求和再加上相应位置的开孔光板应力函数。求出板的应力函数后,板的应力则可以求出;求出板筋作用力后,筋的应力也可以求出。通过算例验证,半解析算法的结果与有限元计算结果吻合一致。 展开更多
关键词 应力集中 开孔加筋无限板 复变函数法 影响函数 应力分析 板筋作用力 开孔板 孔边应力
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复杂应力场中含空洞缺陷的非圆形隧道解析解
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作者 牛星 王大鹏 +2 位作者 王景春 饶晨捷 丁浩东 《铁道标准设计》 北大核心 2025年第9期126-135,共10页
为研究深埋条件下含有空洞缺陷的非圆形隧道开挖引起的围岩应力、变形分布规律,基于保角映射和复变函数理论,将隧道真实断面映射为复平面上的单位圆,并利用柯西积分法求解,得到复杂应力场中含有空洞缺陷的非圆形隧道应力、位移的解析解... 为研究深埋条件下含有空洞缺陷的非圆形隧道开挖引起的围岩应力、变形分布规律,基于保角映射和复变函数理论,将隧道真实断面映射为复平面上的单位圆,并利用柯西积分法求解,得到复杂应力场中含有空洞缺陷的非圆形隧道应力、位移的解析解,分析缺陷深度和宽度、主应力场倾角θ、主应力场应力比λ对围岩应力、位移分布的影响。结果表明,含缺陷隧道与无缺陷隧道在缺陷处的应力和位移均存在较大差异,缺陷深度的增加会加剧缺陷处应力集中现象,引起x方向位移减小,y方向位移增大;缺陷宽度的增大会削弱缺陷处的应力集中现象,对缺陷处位移影响不大。主应力场倾角增大同样会引起缺陷处应力集中现象加剧,隧道环向全范围内x方向位移减小、y方向位移增大。随着主应力场应力比的增大,缺陷处及隧道底部σ_(y)逐渐由压应力转换为拉应力,隧道其他位置的应力集中现象随主应力场应力比的增大而增大,x方向位移随主应力场应力比的增大而增大,y方向位移则随主应力场应力比的增大先减小后增大。 展开更多
关键词 非圆形隧道 复杂应力场 空洞缺陷 复变函数理论 解析解
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三维二十面体准晶圆弧形界面刚性线的平面弹性问题
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作者 翟婷 马园园 赵雪芬 《应用力学学报》 北大核心 2025年第1期81-90,共10页
作为颗粒材料去强化基体材料是准晶的重要应用之一,因此研究基体和夹杂(微小颗粒材料可看成是夹杂)界面刚性线问题具有重要的理论和现实意义。基于复变函数方法,研究了平面集中力和无限远处均匀拉伸应力作用下,含界面刚性线的圆形准晶... 作为颗粒材料去强化基体材料是准晶的重要应用之一,因此研究基体和夹杂(微小颗粒材料可看成是夹杂)界面刚性线问题具有重要的理论和现实意义。基于复变函数方法,研究了平面集中力和无限远处均匀拉伸应力作用下,含界面刚性线的圆形准晶夹杂的三维二十面体准晶平面弹性问题,得到应力分量和位移分量的封闭解,给出了刚性线夹杂尖端奇异应力场的解析表达式。数值计算讨论了耦合系数、夹杂半径和相位子场弹性常数对应力奇异因子的影响。结果表明:在平面载荷作用下,圆弧形刚性线尖端的应力场具有奇异性;夹杂半径对应力奇异因子的影响大于耦合系数以及相位子场参数对应力奇异因子的影响。 展开更多
关键词 准晶 圆形夹杂 刚性线 复变函数方法 应力奇异因子
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STUDY OF THE STRESS INTENSITY FACTOR OF PREFORMED V SHAPE FRACTURE TIP
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作者 王成端 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1992年第5期487-496,共10页
In order to make the fracture cross-section of rock smooth in controlled cutting-blast, generally, two V-shape-notches on the inner wall of a shot hole are notched in symmetry along the design direction. A V-shape not... In order to make the fracture cross-section of rock smooth in controlled cutting-blast, generally, two V-shape-notches on the inner wall of a shot hole are notched in symmetry along the design direction. A V-shape notch approximately be considered as V-shape-fracture under certain condition. This paper gave the complex stress function of preformed V-shape-fracture under a blasting load. The stress field and displacement field at the tip of a preformed V-shape-fracture were derived with Westergaard's method, hence its stressintensity factor was obtained. To verify the derived results, blasting tests were made with concrete samples of 400mm×400mm×300mm, and all having, in the center, a drilled hole of 25mm in diameter and 200mm in height. The test result showed that the formulas derived are correct and effective. 展开更多
关键词 V shape fracture complex stress function stress intensity factor
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复变函数两向不等压矩形巷道稳定性与支护优化研究
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作者 朱洪涛 《煤炭工程》 北大核心 2025年第2期133-141,共9页
针对矩形巷道断面形状容易造成应力集中这一情况,以王才伙盘煤矿火烧区影响下的3202工作面回风巷道为工程背景,基于复变函数理论建立矩形巷道围岩应力的力学模型,研究得到巷道围岩应力的复变函数解及其塑性区范围,分析了巷道宽高比和侧... 针对矩形巷道断面形状容易造成应力集中这一情况,以王才伙盘煤矿火烧区影响下的3202工作面回风巷道为工程背景,基于复变函数理论建立矩形巷道围岩应力的力学模型,研究得到巷道围岩应力的复变函数解及其塑性区范围,分析了巷道宽高比和侧压系数对应力分布的影响以及影响巷道围岩塑性区发育的因素。在此基础上提出了综合支护方案,即优化锚杆(索)支护、使用工字钢架棚抑制巷道表面变形和注浆提高围岩力学性质等。研究结果表明,矩形巷道围岩应力分布呈明显的非均匀性变化,巷帮肩角部位应力集中现象显著。塑性区发育呈现典型的“X”形分布特征,这种破坏模式与巷道角部区域的应力重分布过程存在显著耦合关系。优化支护方案大幅提高了围岩应力集中区的稳定性,减少了巷道顶板和两帮的变形,有效控制了巷道围岩变形,支护体与围岩之间形成了良好的耦合效果。经现场工程实践验证,采用优化支护方案后,顶板下沉量为37 mm,两帮缩进量为19 mm,控制效果显著。 展开更多
关键词 围岩应力 矩形巷道 复变函数解法 支护优化 数值模拟
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无支护非圆形寒区隧道应力分布解析解
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作者 吕志涛 赵志远 +1 位作者 袁世清 曾祥太 《隧道建设(中英文)》 北大核心 2025年第7期1249-1259,共11页
既有寒区隧道应力解析研究多采用等效圆形断面假设,与实际工程中常见的非圆形隧道断面存在显著差异,从而引起应力计算误差。针对此问题,考虑非圆形断面,建立无支护非圆形寒区隧道应力分布解析解。首先,通过保角变换和最优化方法获得映... 既有寒区隧道应力解析研究多采用等效圆形断面假设,与实际工程中常见的非圆形隧道断面存在显著差异,从而引起应力计算误差。针对此问题,考虑非圆形断面,建立无支护非圆形寒区隧道应力分布解析解。首先,通过保角变换和最优化方法获得映射函数,将z平面上的非圆形域映射到“像平面”上的圆形域。然后,基于复变函数理论和幂级数法,获得满足应力-位移边界条件的解析函数,进而求解无支护非圆形寒区隧道应力分布解析解,并利用数值模拟对解析解进行验证。最后,依托大坂山寒区隧道进行工程案例计算,分析隧道围岩应力分布规律。结果表明:1)冻结和未冻结围岩在120°~150°的应力变化幅度和应力数值均最大,且接触面径向、切向应力在隧道拱脚位置也最大,反映了马蹄形隧道在拱脚处的应力集中情况。2)无支护条件下,冻结围岩冻胀作用时,冻结围岩内径附近处于径向受拉状态,未冻结围岩处于径向受压、环向受拉的应力状态。3)侧压力系数增加导致未冻结围岩环向应力减小,冻结围岩外边界环向应力增大;随着冻结与未冻结围岩弹性模量比值增加,接触面径向应力的增幅比切向应力大。 展开更多
关键词 非圆形寒区隧道 应力分布 解析解 复变函数法 幂级数法
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半空间中多个椭圆孔洞对SH波的散射
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作者 赵元博 程玉朕 韩坤 《振动与冲击》 北大核心 2025年第21期83-89,共7页
对于半空间中多个椭圆孔洞对SH波散射的问题,采用镜像法将半空间问题变成全空间问题进行研究。采用复变函数法建立椭圆孔的复平面坐标系,并通过波函数展开法建立椭圆孔的波场和应力;建立椭圆孔边的任意一点辐角与该点的垂线和坐标轴之... 对于半空间中多个椭圆孔洞对SH波散射的问题,采用镜像法将半空间问题变成全空间问题进行研究。采用复变函数法建立椭圆孔的复平面坐标系,并通过波函数展开法建立椭圆孔的波场和应力;建立椭圆孔边的任意一点辐角与该点的垂线和坐标轴之间的夹角的联系,避免了“保角变换”法的使用;最后通过椭圆孔的应力自由边界条件建立方程求解未知系数,最终得到动应力集中系数。数值结果表明,当半空间存在多个椭圆孔时,椭圆孔的大小、深度和多孔之间的距离对其他椭圆孔边动应力集中系数的影响都会随着入射波波数的增加而变大,可以说明入射波波数的影响要远大于孔本身参数的影响。 展开更多
关键词 半空间 SH波 复变函数法 镜像法 动应力集中系数
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INTEGRAL EQUATION METHOD'S APPLICATION IN HOLE-EDGE STRESS OF COMPOSITE MATERIAL PLATE WITH DIFFERENT SHAPED HOLES 被引量:3
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作者 LI Cheng ZHENG Yanping 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2008年第6期115-118,共4页
The strength of composite plate with different hole-shapes is always one of the most important but complicated issues in the application of the composite material. The holes will lead to mutations and discontinuity to... The strength of composite plate with different hole-shapes is always one of the most important but complicated issues in the application of the composite material. The holes will lead to mutations and discontinuity to the structure. So the hole-edge stress concentration is always a serious phenomenon. And the phenomenon makes the structure strength decrease very quickly to form dangerous weak points. Most partial damage begins from these weak points. According to the complex variable functions theory, the accurate boundary condition of composite plate with different hole-shapes is founded by conformal mapping method to settle the boundary condition problem of complex hole-shapes. Composite plate with commonly hole-shapes in engineering is studied by several complex variable stress fimction. The boundary integral equations are founded based on exact boundary conditions. Then the exact hole-edge stress analytic solution of composite plate with rectangle holes and wing manholes is resolved. Both of offset axis loadings and its influences on the stress concentration coefficient of the hole-edge are discussed. And comparisons of different loads along various offset axis on the hole-edge stress distribution of orthotropic plate with rectangle hole or wing manhole are made. It can be concluded that hole-edge with continuous variable curvatures might help to decrease the stress concentration coefficient; and smaller angle of outer load and fiber can decrease the stress peak value. 展开更多
关键词 Off-axis loads Conformal mapping Aperture question complex hole-shape Analysis stress function of multiple complex variables
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Dynamic thermal stress distribution in surface of two-dimensional cavity 被引量:3
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作者 盖秉政 刘杰 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2002年第2期110-116,共7页
Although we have had the problem of dynamic thermal stress distribution solved in the surface of a cavity in some special shapes, a general solution to this problem for an arbitrary shaped cavity was still not obtaine... Although we have had the problem of dynamic thermal stress distribution solved in the surface of a cavity in some special shapes, a general solution to this problem for an arbitrary shaped cavity was still not obtained. Using the complex function method, the present paper analyzed the dynamic thermal stress distribution in the surface of an arbitrary shaped cavity subjected to a steady temperature field. Actually, not only is a general solution of this problem represented by Hankle function obtained for an arbitrary shaped cavity, but also a process to calculate the coefficient of the dynamic thermal stress distribution in the surface of an arbitrary shaped cavity is derived. For illustration, some numerical results of a circular cavity, an elliptic cavity, a lining horseshoe cavity and a square cavity are given. 展开更多
关键词 STEADY DYNAMIC thermal stress complex function method
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Dynamic stress concentration and scattering of SH-wave by interface elliptic cylindrical cavity 被引量:3
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作者 陈志刚 刘殿魁 杨在林 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2003年第2期299-306,共8页
In this paper,the dynamic stress concentration and scattering of SH-waves by bi-material structures that possess an interface elliptic cavity are investigated.First,by using the complex function method,the Green's... In this paper,the dynamic stress concentration and scattering of SH-waves by bi-material structures that possess an interface elliptic cavity are investigated.First,by using the complex function method,the Green's function is constructed.This yields the solution of the displacement field for an elastic half space with a semi-elliptic canyon impacted by an anti-plane harmonic line source loading on the horizontal surface.Then,the problem is divided into an upper and lower half space along the horizontal interface,regarded as a harmony model.In order to satisfy the integral continuity condition, the unknown anti-plane forces are applied to the interface.The integral equations with unknown forces can be established through the continuity condition,and after transformation,the algebraic equations are solved numerically.Finally,the distribution of the dynamic stress concentration factor(DSCF)around the elliptic cavity is given and the effect of different parameters on DSCF is discussed. 展开更多
关键词 interfacc elliptic cavity complex function Green's function scattering of SH-wave dynamic stress concentration integral equation
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INFLUENCE OF COUPLE-STRESSES ON STRESS CONCENTRATIONS AROUND THE CAVITY
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作者 赵俭斌 李子国 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2000年第8期893-900,共8页
The complex function method was used in the solution of micropolar elasticity theory around cavity in an infinite elasticity plane. In complex plane, the general solution of two dimension micropolar elasticity theory ... The complex function method was used in the solution of micropolar elasticity theory around cavity in an infinite elasticity plane. In complex plane, the general solution of two dimension micropolar elasticity theory is given. The solution comes from analytic function and 'Zonal Function'. The boundary conditions of non-circular cavity are satisfied by using the conformal mapping method. Based on the method, a general approach solving the stress concentration in micropolar elasticity theory is established. Finally, the numerical calculation is carried out to the stress concentration coefficient of circular cavity. 展开更多
关键词 micropolar elasticity theory stress concentration complex function conformal mapping couple-stresses
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Systematic Identification of Rice ABC1 Gene Family and Its Response to Abiotic Stress 被引量:3
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作者 Qing-song GAO Dan ZHANG +1 位作者 Liang XU Chen-wu XU 《Rice science》 SCIE 2011年第3期167-177,共11页
Members of the activity of bc1 complex (ABC1) family are protein kinases that are widely found in prokaryotes and eukaryotes. Previous studies showed that several plant ABC1 genes participated in the abiotic stress re... Members of the activity of bc1 complex (ABC1) family are protein kinases that are widely found in prokaryotes and eukaryotes. Previous studies showed that several plant ABC1 genes participated in the abiotic stress response. Here, we present the systematic identification of rice and Arabidopsis ABC1 genes and the expression analysis of rice ABC1 genes. A total of 15 and 17 ABC1 genes from the rice and Arabidopsis genomes, respectively, were identified using a bioinformatics approach. Phylogenetic analyses of these proteins suggested that the divergence of this family had occurred and their main characteristics were established before the monocot-dicot split. Indeed, species-specific expansion contributed to the evolution of this family in rice and Arabidopsis after the monocot-dicot split. Intron/exon structure analysis indicated that most of the orthologous genes had similar exon sizes, but diverse intron sizes, and the rice genes contained larger introns, moreover, intron gain was an important event accompanying the recent evolution of the rice ABC1 family. Multiple sequence alignment revealed one conserved amino acid segment and four conserved amino acids in the ABC1 domain. Online subcellular localization predicted that nine rice ABC1 proteins were localized in chloroplasts. Real-time RT-PCR established that the rice ABC1 genes were primarily expressed in leaves and the expression could be modulated by a broad range of abiotic factors such as H2O2, abscisic acid, low temperature, drought, darkness and high salinity. These results reveal that the rice ABC1 gene family plays roles in the environmental stress response and specific biological processes of rice. 展开更多
关键词 RICE activity of bc1 complex gene evolutionary analysis abiotic stress expression analysis gene function
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THERMAL STRESS FIELD WHEN CRACK ARREST IN AN AXIAL SYMMETRY METAL DIE USING ELECTROMAGNETIC HEATING
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作者 付宇明 田振国 郑丽娟 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第3期371-376,共6页
In order to solve the thermal stress field around crack tip in metal die when crack prevention using electromagnetic heating, a metal die with a half-embedded round crack was selected as the study object. The complex ... In order to solve the thermal stress field around crack tip in metal die when crack prevention using electromagnetic heating, a metal die with a half-embedded round crack was selected as the study object. The complex function method was used as a basis for the theoretical model of the space crack prevention in metal dies using electromagnetic heating. The crack arrest was accomplished by a pulse current discharge through the inner and outer. The theoretical analysis results show that the temperature around the crack tip rises instantly above the melting point of the metal. Small welded joints are formed at a small sphere near the crack tip inside the metal die by metal melting as a result of the heat concentration effect when the current pulse discharged. The thermal compressive stress field appears around the crack tip at the moment. The research results show that the crack prevention using electromagnetic heating can decrease the stress concentration and forms a compressive stress area around the crack tip, and also prevents the main crack from propagating further, and the goal of crack preventing can be reached. 展开更多
关键词 CRACK crack arrest pulse current discharge complex function thermal stress field
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Stress Intensity Factor for the Interaction between a Straight Crack and a Curved Crack in Plane Elasticity 被引量:2
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作者 M.R.Aridi N.M.A.Nik Long Z.K.Eshkuvatov 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2016年第4期407-415,共9页
Formulation in terms of hypersingular integral equations for the interaction between straight and curved cracks in plane elasticity is obtained using the complex variable functions method. The curved length coordinate... Formulation in terms of hypersingular integral equations for the interaction between straight and curved cracks in plane elasticity is obtained using the complex variable functions method. The curved length coordinate method and a suitable numerical scheme are used to solve such integrals numerically for the unknown function, which are later used to find the stress intensity factor, SIF. 展开更多
关键词 hypersingular integral equation complex variable function method curved length coordinate method stress intensity factor
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Mode Stresses for the Interaction between Straight and Curved Cracks Problem in Plane Elasticity
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作者 M. R. Aridi N. M. A. Nik Long Z. K. Eshkuvatov 《Journal of Applied Mathematics and Physics》 2014年第5期225-234,共10页
In this paper, the complex variable function method is used to obtain the hypersingular integral equations for the interaction between straight and curved cracks problem in plane elasticity. The curved length coordina... In this paper, the complex variable function method is used to obtain the hypersingular integral equations for the interaction between straight and curved cracks problem in plane elasticity. The curved length coordinate method and suitable quadrature rule are used to solve the integrals for the unknown function, which are later used to evaluate the stress intensity factor, SIF. Three types of stress modes are presented for the numerical results. 展开更多
关键词 Hypersingular INTEGRAL EQUATION complex Variable function Method stress INTENSITY FACTOR
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围缘扁钢加强的开圆孔无限平板应力解析算法 被引量:2
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作者 王小明 王红旭 《船舶力学》 EI CSCD 北大核心 2024年第5期748-759,共12页
为了研究围缘扁钢加强的开圆孔无限平板应力解析计算方法,近似认为围缘扁钢区域的平均应力处于广义平面应力状态。运用复变函数论的方法,将应力函数表示为两个待定的解析函数;列出围缘扁钢的边界条件、围缘扁钢与平板之间的应力连接条... 为了研究围缘扁钢加强的开圆孔无限平板应力解析计算方法,近似认为围缘扁钢区域的平均应力处于广义平面应力状态。运用复变函数论的方法,将应力函数表示为两个待定的解析函数;列出围缘扁钢的边界条件、围缘扁钢与平板之间的应力连接条件和位移连接条件,求出应力函数,根据求出的应力函数便可求出应力。为了描述围缘扁钢减缓孔口应力集中的效果,提出围缘扁钢加强系数的定义。算例计算表明:本文提出的解析算法计算结果与有限元法计算结果吻合良好,围缘扁钢加强的开圆孔无限平板应力普遍小于开圆孔无限平板应力,围缘扁钢加强效果明显;相同体积的加强构件,围缘扁钢的加强效果优于环形加厚板。 展开更多
关键词 应力集中 开孔加强板 复变函数论方法 应力解析算法 加强系数
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