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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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围缘扁钢加强的开圆孔无限平板应力解析算法
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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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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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基于复变函数不同规格矩形巷道围岩应力分布规律解析
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作者 赵文环 龙赣 李进华 《矿产保护与利用》 2024年第4期111-123,共13页
鉴于矩形巷道应用的广泛性,为深入剖析矩形巷道尺寸、侧压力系数等因素变化对巷道围岩应力的影响程度及规律,将矩形巷道围岩应力求解视为弹性力学孔口问题,采用复变函数理论与Schwartz−Chistoffel映射函数,结合保角变换进行分析得到ζ... 鉴于矩形巷道应用的广泛性,为深入剖析矩形巷道尺寸、侧压力系数等因素变化对巷道围岩应力的影响程度及规律,将矩形巷道围岩应力求解视为弹性力学孔口问题,采用复变函数理论与Schwartz−Chistoffel映射函数,结合保角变换进行分析得到ζ复平面单位圆ζ的解析函数φ0(ζ)、ψ0(ζ),再进行Laurent级数展开后,求得复势函数φ(ζ)、ψ(ζ)。经过进一步推导最终确定矩形巷道围岩环向应力解析解,在此基础上通过环向应力的极坐标表达,深入剖析了矩形巷道尺寸与侧压力系数变化下矩形巷道周边围岩应力变化规律以及影响程度。结果表明:取映射函数前三项计算,映射巷道断面已逼近于理论断面,可保证精度要求;随着巷道宽高比增大,以宽高比等于1为分界点,巷道围岩周边应力峰值先增大后减小;巷道帮部围岩应力随宽高比的增大逐渐减小,巷道顶底板围岩应力随宽高比的增大逐渐增大;侧压力系数越大,侧帮围岩应力峰值越大,顶底板应力峰值越小;侧帮围岩应力随侧压力的增大而增大,两者呈正相关,顶底板应力随侧压力增大而减小,两者呈负相关。 展开更多
关键词 矩形巷道 复变函数理论 映射函数 保角变换 应力分布规律
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基于复变函数理论的无中导连拱隧道应力与位移解析解
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作者 毕钛俊 邓琴 +2 位作者 汤华 姜成业 秦雨樵 《岩土力学》 EI CAS CSCD 北大核心 2024年第3期777-787,共11页
无中导连拱隧道由于后行洞衬砌搭接于先行洞衬砌拱腰之上,围岩与衬砌受力情况复杂,开展相应的围岩与衬砌应力和位移分析具有重要的工程意义。基于复变函数理论和Schwarz交替法,提出了深埋条件下考虑衬砌的无中导连拱隧道围岩与衬砌应力... 无中导连拱隧道由于后行洞衬砌搭接于先行洞衬砌拱腰之上,围岩与衬砌受力情况复杂,开展相应的围岩与衬砌应力和位移分析具有重要的工程意义。基于复变函数理论和Schwarz交替法,提出了深埋条件下考虑衬砌的无中导连拱隧道围岩与衬砌应力和变形的计算方法。针对无中导连拱隧道两洞具有共用边界的特点,在利用柯西积分法进行求解时,将单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,对于Schwarz交替法中求解“附加面力”的过程亦进行类似处理。给出共用边界应力与位移的计算方法。通过算例,将上述解析结果和数值仿真结果进行对比,证明了方法的可行性和准确性。 展开更多
关键词 无中导连拱隧道 复变函数 SCHWARZ交替法 应力场 位移场
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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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经皮肾镜联合输尿管软镜钬激光碎石术在复杂性肾结石患者治疗中的应用价值
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作者 郑浩 陈媛媛 《淮海医药》 CAS 2024年第2期164-167,共4页
目的:探究经皮肾镜联合输尿管软镜下实施钬激光碎石术在复杂性肾结石患者治疗中的应用价值。方法:前瞻性选取某院泌尿外科收治的104例复杂性肾结石患者,随机数字表法分为2组,各52例。实验组实施经皮肾镜联合输尿管软镜下钬激光碎石术,... 目的:探究经皮肾镜联合输尿管软镜下实施钬激光碎石术在复杂性肾结石患者治疗中的应用价值。方法:前瞻性选取某院泌尿外科收治的104例复杂性肾结石患者,随机数字表法分为2组,各52例。实验组实施经皮肾镜联合输尿管软镜下钬激光碎石术,对照组采用经皮肾镜取石术治疗。比较2组结石清除率、手术相关指标、手术前后应激指标[皮质醇(COR)、去甲肾上腺素(NE)、促肾上腺皮质激素(ACTH)]、肾功能指标[肾损伤因子-1(KIM-1)、尿素(UREA)、胱仰素-C(Cys-C)]及并发症情况。结果:实验组结石清除率(94.23%)高于对照组(80.77%)(P<0.05);实验组手术时间、住院时间[(95.49±8.73)min、(5.53±0.78)d]短于对照组[(107.85±9.22)min、(6.48±0.91)d],术中出血量[(101.35±9.82)mL]少于对照组[(118.76±10.35)mL],差异均有统计学意义(P<0.05);实验组术后1、3 d COR、NE、ACTH水平[1 d:(254.78±22.71)ng/mL、(268.54±24.68)ng/mL、(28.95±3.26)pg/mL,3 d:(228.54±20.69)ng/mL、(232.41±21.59)ng/mL、(22.76±2.68)pg/mL]均低于对照组[1 d:(287.16±24.35)ng/mL、(309.52±25.77)ng/mL、(35.84±3.77)pg/mL,3 d:(251.38±21.36)ng/mL、(256.84±22.83)ng/mL、(29.62±2.71)pg/mL](P<0.05);实验组术后7、14 d KIM-1、UREA、Cys-C水平[7 d:(1.25±0.35)pg/mL、(5.02±0.81)μmol/L、(0.92±0.22)μg/L,14 d:(0.79±0.23)pg/mL、(4.39±0.65)μmol/L、(0.81±0.11)μg/L]均低于对照组[7 d:(1.66±0.47)pg/mL、(5.68±0.79)μmol/L、(1.12±0.24)μg/L,14 d:(0.92±0.24)pg/mL、(5.07±0.67)μmol/L、(0.95±0.17)μg/L](P<0.05);实验组并发症总发生率(5.66%)低于对照组(19.61%)(P<0.05)。结论:经皮肾镜及输尿管软镜联合模式下实施钬激光碎石术治疗复杂性肾结石,能提高结石清除效果,缩短术后恢复进程,且组织损伤较轻,能改善肾功能,降低并发症发生风险。 展开更多
关键词 肾结石 经皮肾镜 输尿管软镜 钬激光碎石术 创伤应激 肾功能
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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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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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Study on stress intensity factor of multiple cracks at collinear holes
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作者 ZHAO Jin-fang XIE Li-yang +1 位作者 LIU Jian-zhong ZHAO Qun 《材料与冶金学报》 CAS 2010年第4期285-289,共5页
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非静水压巷道塑性区半径的复变函数实用解答与应用扩展 被引量:1
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作者 张常光 李宗辉 +2 位作者 孟祥忠 王晓轮 李天斌 《岩土工程学报》 EI CAS CSCD 北大核心 2023年第12期2438-2444,共7页
针对非静水压力作用下圆形巷道的非圆塑性区边界线求解,首先通过类比提出围岩弹性区应力的简洁复变函数,基于理想弹-塑性模型和Mohr-Coulomb准则并利用围岩弹塑性交界线处的应力连续条件,建立了巷道塑性区半径的复变函数实用解答,其次... 针对非静水压力作用下圆形巷道的非圆塑性区边界线求解,首先通过类比提出围岩弹性区应力的简洁复变函数,基于理想弹-塑性模型和Mohr-Coulomb准则并利用围岩弹塑性交界线处的应力连续条件,建立了巷道塑性区半径的复变函数实用解答,其次采用弹-脆-塑性模型和统一强度理论以考虑围岩强度的峰后脆性下降与中间主应力效应,推导了巷道塑性区半径的复变函数扩展解答,最后给出所得解答的适用条件,并与文献理论解答和实测结果进行对比。研究结果表明:所得复变函数实用解答具有显式解析表达和易于计算分析等优点,其正确性与精度得到文献摄动解和高精度复变函数解的充分性验证;所得扩展解答保留了原实用解答的所有优点,能合理描述围岩强度的峰后脆性下降与中间主应力效应而工程应用前景广阔,与深埋巷道实测松动圈吻合良好。 展开更多
关键词 非静水压力 巷道塑性区半径 复变函数 峰后脆性 中间主应力效应
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General solutions of plane problem for power function curved cracks
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作者 郭俊宏 袁泽帅 卢子兴 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2011年第5期563-570,共8页
A new exact and universal conformal mapping is proposed. Using Muskhelishvili's complex potential method, the plane elasticity problem of power function curved cracks is investigated with an arbitrary power of a natu... A new exact and universal conformal mapping is proposed. Using Muskhelishvili's complex potential method, the plane elasticity problem of power function curved cracks is investigated with an arbitrary power of a natural number, and the general solutions of the stress intensity factors (SIFs) for mode I and mode II at the crack tip are obtained under the remotely uniform tensile loads. The present results can be reduced to the well-known solutions when the power of the function takes different natural numbers. Numerical examples are conducted to reveal the effects of the coefficient, the power, and the projected length along the x-axis of the power function curved crack on the SIFs for mode I and mode II. 展开更多
关键词 power function curved crack conformal mapping Muskhelishvili's complex potential method stress intensity factor (SIF) plane problem
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岩土复合地层盾构隧道对地表变形及应力分析的研究 被引量:1
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作者 杨海涛 晏莉 +1 位作者 严志伟 吴昊 《水资源与水工程学报》 CSCD 北大核心 2023年第3期165-173,共9页
考虑到岩体与土体力学性质的差异,利用复变函数结合随机介质理论建立岩土复合地层隧道开挖的力学解析模型,将理论计算结果与数值模拟、现场实测结果进行对比。结果表明:解析解、数值解与实测值三者的吻合度相对较高,且数值解与理论解的... 考虑到岩体与土体力学性质的差异,利用复变函数结合随机介质理论建立岩土复合地层隧道开挖的力学解析模型,将理论计算结果与数值模拟、现场实测结果进行对比。结果表明:解析解、数值解与实测值三者的吻合度相对较高,且数值解与理论解的沉降槽宽度保持一致,说明该理论计算方法具有较高的可信度。随后讨论了作用于岩、土层分界面不同竖向荷载、岩层隧道埋深与其半径之比以及岩体泊松比等参数对地表变形及洞周应力的影响。结果表明:随着岩、土层分界面竖向荷载的增加,地表沉降也不断增大,洞周环向压应力在隧道拱腰附近显著增大而拱顶环向拉应力变化相对缓慢;随着深径比h/r的减小,地表沉降逐渐增大,当h/r≥3时,增大深径比对洞周环向应力的影响相对较小;岩体泊松比越大,则地表沉降越小,洞周环向应力分布越均匀。 展开更多
关键词 岩土复合地层 盾构隧道 土体变形 洞周应力 应力分析 复变函数 随机介质理论
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浅埋海底隧道围岩应力复势函数显式解
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作者 金波 田俊彤 方棋洪 《力学学报》 EI CAS CSCD 北大核心 2023年第7期1505-1516,共12页
利用弹性复变函数理论将浅埋海底隧道简化为半无限平面问题,考虑围岩自重和海水压力的影响,对隧道开挖后的围岩应力分布进行研究.采用分式映射函数将围岩域映射为像平面圆环域,在圆环域内将复势单值解析函数展开为Laurent级数.利用无穷... 利用弹性复变函数理论将浅埋海底隧道简化为半无限平面问题,考虑围岩自重和海水压力的影响,对隧道开挖后的围岩应力分布进行研究.采用分式映射函数将围岩域映射为像平面圆环域,在圆环域内将复势单值解析函数展开为Laurent级数.利用无穷远点应力有界性对Laurent级数幂次项进行确定,根据地表边界和孔口不均匀应力边界条件得到Laurent级数系数迭代表达式,将已确定的Laurent级数条件代入迭代表达式中得出复势函数显式解,从而实现复势函数系数从低次幂迭代至高次幂.根据应力分量的复变函数表达式即可得到隧道周围各点应力分量.研究了两个单值解析函数取不同幂次时对结果的影响,分析了浅埋隧道埋深对环向压应力的影响.研究结果表明:幂级数解具有较高的可靠性,在隧道上半部分幂级数解与有限元数值解吻合效果良好,在隧道下半部分幂级数解最终计算结果比有限元结果相对保守;为了保证计算结果的准确性复势函数需取足够多项;随着隧道埋深增大,隧道底部及两侧孔腰处环向压应力不断增大;腰部与底部环向应力的差值也随之增大. 展开更多
关键词 弹性半无限体 复变函数 幂级数解 围岩应力 海底隧道
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罗沙司他联合多糖铁复合物胶囊治疗血液透析患者肾性贫血的效果及对氧化应激反应的影响 被引量:2
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作者 李娟娟 张瑞 石娟 《临床医学研究与实践》 2023年第29期33-36,共4页
目的探讨罗沙司他联合多糖铁复合物胶囊治疗血液透析(HD)患者肾性贫血的效果及对氧化应激反应的影响。方法选取2021年3月至2022年3月收治的80例HD患者为研究对象,按照随机数字表法将其分为对照组与观察组,各40例。对照组给予多糖铁复合... 目的探讨罗沙司他联合多糖铁复合物胶囊治疗血液透析(HD)患者肾性贫血的效果及对氧化应激反应的影响。方法选取2021年3月至2022年3月收治的80例HD患者为研究对象,按照随机数字表法将其分为对照组与观察组,各40例。对照组给予多糖铁复合物胶囊治疗,观察组在对照组基础上给予罗沙司他治疗。比较两组的治疗效果。结果观察组的治疗总有效率高于对照组(P<0.05)。治疗后,观察组的血清铁蛋白(SF)、转铁蛋白(TRF)、红细胞计数(RBC)、血红蛋白(Hb)水平高于对照组(P<0.05)。治疗后,观察组的谷胱甘肽过氧化物酶(GSH-Px)、超氧化物歧化酶(SOD)水平高于对照组,NADPH氧化酶-2(NOX2)水平低于对照组(P<0.05)。治疗后,观察组的胱抑素C(CysC)、β_(2)微球蛋白(β_(2)-MG)、全段甲状旁腺激素(iPTH)水平低于对照组(P<0.05)。结论罗沙司他联合多糖铁复合物胶囊治疗HD患者肾性贫血,可改善贫血指标,减轻氧化应激反应,促进肾功能恢复,值得推广。 展开更多
关键词 罗沙司他 多糖铁复合物胶囊 血液透析 肾性贫血 氧化应激反应 肾功能
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考虑支护作用下的非圆形洞室应力流分布特征研究
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作者 郑英豪 闫鑫 +1 位作者 李冉 张帅 《山西建筑》 2023年第5期152-154,195,共4页
利用MATLAB数学软件编制了相应的计算程序,计算得到了含非圆形洞室围岩内部的各应力分量,并利用应力流原理对应力流分布特征进行了研究。结果表明:随着角度的增大,在拱顶处(90°)径向应力流最大,而环向应力流最小。与之相反的是,拱... 利用MATLAB数学软件编制了相应的计算程序,计算得到了含非圆形洞室围岩内部的各应力分量,并利用应力流原理对应力流分布特征进行了研究。结果表明:随着角度的增大,在拱顶处(90°)径向应力流最大,而环向应力流最小。与之相反的是,拱肩处(0°)径向应力流最小,而环向应力流最大。当支护力T由0增大至0.5时,拱顶处峰值应力由未支护状态下的1.67 MPa减小到支护下的1.34 MPa,减幅为19.8%。拱脚处峰值应力由未支护状态下的3.34 MPa减小到支护下的2.17 MPa,减幅为35.0%。 展开更多
关键词 非圆形洞室 支护力 复变函数法 应力流分布特征
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