拉载下周向壁穿裂纹圆柱壳的弹塑性分析解

基于薄壳理论及ｄｕｇｄａｌｅ模型,建立了一套相当完整的拉载下周向壁穿裂纹圆柱壳的弹塑性解析解,该解包括裂纹扩展并可应用至裂纹断面完全塑性。     

拉载下周向壁穿裂纹圆柱壳的弹塑性解析解

基于薄壳理论及Ｄｕｇｄａｌｅ模型,建立了一套相当完整的拉载下周向壁穿裂纹圆柱壳的弹塑性解析解．该解包括裂纹扩展并可应用至裂纹断面完全塑性     

含裂纹薄壁圆柱壳弹塑性失稳极限荷载的解析解

为了得到含环向裂纹压弯薄壁圆柱壳失稳的极限荷载,基于Je?ek解析法,先利用裂纹面的平衡方程、变形几何关系和物理方程,得到在压弯荷载作用下圆柱壳轴力与裂纹面挠度的关系式;再利用极值条件,推导出在轴压和弯矩共同作用下含裂纹薄壁圆柱壳失稳时极限荷载的解析表达式.利用数值计算分析裂纹长度、长细比以及端部施加弯矩对圆柱壳极限荷...     

三类锚杆受拉作用解析解的统一表达式

利用点荷载作用于半无限空间的Mindlin位移解,根据位移协调条件得出内锚式锚杆受拉作用的解析解,然后推导出全长粘结锚杆、压力型锚杆的解析解,建立了这3类锚杆受拉作用解析解的统一表达式. 利用所求得的解析解,研究了锚杆类型、土体弹性模量、锚杆孔径对锚杆应力分布的影响. 结果表明：(1) 3类锚杆的剪应力都是单峰值的曲线;(2)土体弹性模量增大,则锚杆剪应力峰值增大,但分布范围减小;(3)锚杆孔径增大,则锚杆剪应力峰值减小,但对其分布范围几乎没有影响.     

Ⅲ型界面裂纹面受变载荷Pxmtn作用下的自相似解

通过复变函数论的方法,对Ⅲ型界面裂纹表面受变载荷$Px^mt^n$作用下的动态扩 展问题进行了研究. 采用自相似函数的方法可以获得解析解的一般表达式. 应用 该法可以很容易地将所讨论的问题转化为Riemann-Hilbert问题, 然后应 用Muskhelishvili方法就可以较简单地得到问题的闭合解. 利用这些解 并采用叠加原理,就可以求得任意复杂问题的解.     

刚性电极夹持的压电陶瓷层中含Ⅲ型裂纹的解析解

分析了刚性电极所夹持的压电陶瓷层的中平面上含有III型穿透裂纹的电弹性问题.利用积分变换和对偶积分方程方法,采用绝缘型和导电型裂纹两种假设,分别获得了有限长和半无限长裂纹的电弹性行为的精确解析解.并给出了相应的场强度因子和能量释放率.     

双材料叠合简支梁受均布载荷作用时的解析解

采用弹性力学的应力函数法,分析了上表面受均布载荷作用的上下层弹性模量和高度不同的双层叠合简支梁,对简支端提出了两种等效边界条件,得到了相应的两种解析解。运用有限元分析软件ANSYS,对不同组合的钢-铝双层叠合简支梁进行了数值计算,并与解析解进行了比较。结果表明:两种等效边界条件仅对弯曲正应力和位移有影响,对挤压应力和切应力没有影响;两种解析解的相对误差在1.2%以内;当跨高比超过6时,最大应力的解析解与有限元解的误差在4.4%以内;上下层对调后,两层中的应力基本不变;当上下层之间有摩擦时,弯曲正应力的外侧值大于内侧值,上、下层的中性层都由相应的几何中面向接触面偏移。     

运动变载荷作用下的非对称Ⅲ型界面裂纹的解析解

通过复变函数论的方法,对Ⅲ型非对称动态界面裂纹的扩展问题进行了研究.采用自相似函数的途径和利用相应的微分、积分运算,就可以很容易地获得解析解的一般表达式.应用该法可以迅速地将所讨论的问题转化为Riemann-Hilbert问题,并求得了运动变载荷ptn/xn、ptn 1/xn分别作用下Ⅲ型非对称动态界面裂纹解析解.利用这些解并采用叠加原理,就可以求得任意复杂问题的解.     

受横向轨迹动载作用下固支圆板动力响应的解析解

给出了横向轨迹动载作用下周边固支的各向同性圆薄板动力响应的解析解.基于圆板的特征模态,采用一类贝赛尔函数组合的正交函数,推导获得了无量纲形式的结构位移响应的级数解.结构响应计算归结为确定与频率相关的特征系数.同时,给出了算例分析,具体针对板面上载荷沿着某一直线运动的情况,对解的收敛性进行了检验,并阐述了圆板位移响应规律.     

弹塑性激波衰减规律的一种简便解法

本文提出了一个求解弹塑性激波衰减规律的级数解法,给出了各未知量级数展式的通项表达式。同时给出了塑性激波后方弹性卸载区内的应力和质点速度分布规律。该方法简单方便,级数收敛得很快。     

Function of region

The purpose of this paper is to extend points function and interval functions theoretics to an arbitrary region. For this, the new theory, the contraction of a region, and the retraction of a region; the extension of a region, and the kernel-preserving extension of a region are established by the author. Starting from these concepts, the new definitions of a region function is given. And a kernel (i.e. fixed point) of a region function is connected with a stable centre of defining region of such a region function. Thereby, the region theoretics and algorithms are established.In applications, to find a stable centre of a region, the author has utilized the measure theoretics of matrice defined by Hartfiel⁽⁷⁾ and other authors. The measure problems of coefficient matrice of system of equations of linear algebra associated with some region are discussed.     

EXACT SOLUTION TO THE PROBLEM OF A HALF-PLANE CRACK IN A TRANSVERSELY ISOTROPIC PIEZOELECTRIC BODY SUBJECTED TO ANTISYMMETRIC TANGENTIAL POINT FORCES

An exact and complete solution of the problem of a half-plane crack in an infinite transversely isotropic piezoelectric body is presented. The upper and lower crack faces are assumed to be loaded antisymmetrically by a couple of tangential point forces in opposite directions. The solution is derived through a limiting procedure from that of a penny-shaped crack. The expressions for the electroelastic field are given in terms of elementary functions. Finally, the numerical results of the second and third mode stress intensity factorsk ₂ andk ₃ of piezoelectric materials and elastic materials are compared in figures. Project supported by the National Natural Science Foundation of China (No. 19872060 and 69982009) and the Postdoctoral Foundation of China.     

AN ANALYTICAL SOLUTION FOR THREE-DIMENSIONAL DIFFRACTION OF PLANE P-WAVES BY A HEMISPHERICAL ALLUVIAL VALLEY WITH SATURATED SOIL DEPOSITS

An analytical solution for the three-dimensional scattering and diffraction of plane P-waves by a hemispherical alluvial valley with saturated soil deposits is developed by employing Fourier-Bessel series expansion technique. Unlike previous studies, in which the saturated soil deposits were simulated with the single-phase elastic theory, in this paper, they are simulated with Biot's dynamic theory for saturated porous media, and the half space is assumed as a single-phase elastic medium. The effects of the dimensionless frequency, the incidence angle of P-wave and the porosity of soil deposits on the surface displacement magnifications of the hemispherical alluvial valley are investigated. Numerical results show that the existence of a saturated hemispherical alluvial valley has much influence on the surface displacement magnifications. It is more reasonable to simulate soil deposits with Biot's dynamic theory when evaluating the displacement responses of a hemispherical alluvial valley with an incidence of P-waves.     

Near crack line elastic-plastic analysis for a finite plate loaded by two pairs of antiplane point forces

I.IntroductionThenearcracklineanalysismethodhasbeengreatlyimprovedbyYill'2].In[l,21,theimprovednearcracklineanalysismethodhasbeenusedtoinvestigateamodeIllcrackinanelastic-perfectlyplasticsolid.Andthesmallscaleyieldingconditionshavebeencompletelyabandoned,andcompletelynewandprecisesolutionsoftheelastic-plasticfieldsofamodeillstationarycrackandamodelillquasi-staticallygrowingcrackwithremotealltiplaneshearinginanelastic-perfectlyplastic'materialhavebeenobtained,respectively.In[3]weanalyzedthene…     

Elastoplastic solution for an eccentric crack loaded by two pairs of point tensile forces

The strain energy density theory and the near crack line analysis method are applied to investigate an eccentric crack loaded by two pairs of tensile point forces in a finite plate. The minimum values of SED in the vicinity of the crack tip are determined, the initial growth orientation of crack are determined. Obtained is the elastic-plastic solution near the crack line of an eccentric crack loaded by two pairs of point tensile forces under large scale yielding condition. More specifically, the near field solution contains the unit normal vector of the elastic-plastic boundary and the elastic-plastic stress field. The length of the plastic zone along the crack line is found to vary with the external load and the bearing capacity of a finite plate with an eccentric crack loaded by two pairs of tensile point forces. Compared with small scale yielding condition, the normalized load obtained is higher than those under small scale yielding condition when the length of the plastic zone is the same.     

Elastic-plastic analytical solutions for an eccentric crack loaded by two pairs of anti-plane point forces

IntroductionTheelastic_plasticanalysisforacrackedplatewithfinitedimensionsisoneofthemostdifficultfieldsofelastic_plasticmechanics .Thenearcracklineanalysismethod ,whichwasfirstproposedbyAchenbachetal.[1,2 ] ,hasbeenimprovedbyYiinRefs.[3,4 ].InRefs.[3,4 ],…     

有限尺寸多钉连接件钉传载荷计算的解析方法

提供一种确定多钉连接件中钉传载荷的解析方法，这个方法将被连接件看作弹性体，以经典结构力学以及弹性理论平面问题复变函数解法为基础，建立了求解钉传载荷的线性代数方程组并给出了若干算例。这个方法不仅具有合理的力学模型，而且具有计算的简捷性与适用的广泛性。     

椭圆孔口外受集中力和力偶时的新解法

文中给出了无限平板带椭圆孔又受集中力和力偶时的弹性分析。所讨论问题归结为复变函数的一个特殊问题，即令一个复变函数（单位圆外有奇点）的值和另一个复变函数（单位圆外为解析）的共轭值沿着单位圆相等。最后，得出了闭合形式的解。     

有限尺寸多钉连接件钉传载荷计算的解析方法

提供一种确定多钉连接件中钉传载荷的解析方法，这个方法将被连接件看作弹性体，以经典结构力学以及弹性理论平面问题复变函数解法为基础，建立了求解钉传载荷的线性代数方程组并给出了若干算例。这个方法不仅具有合理的力学模型，而且具有计算的简捷性与适用的广泛性。