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修正Mohr-Coulomb准则下倾斜基岩中桩端极限承载力研究
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作者 胡嘉言 曹志刚 +1 位作者 蔡袁强 许斌 《地基处理》 2024年第4期368-376,共9页
为计算倾斜岩面浅嵌岩桩极限承载力,本文基于修正Mohr-Coulomb强度准则提出了倾斜岩面浅嵌岩桩桩端承载力计算方法。采用特征线法构建了桩端面以下塑性发展区,考虑岩面倾斜角几何关系,推导了倾斜岩面位移滑移场;进一步通过黎曼不变量控... 为计算倾斜岩面浅嵌岩桩极限承载力,本文基于修正Mohr-Coulomb强度准则提出了倾斜岩面浅嵌岩桩桩端承载力计算方法。采用特征线法构建了桩端面以下塑性发展区,考虑岩面倾斜角几何关系,推导了倾斜岩面位移滑移场;进一步通过黎曼不变量控制方程,求解了倾斜岩面浅嵌岩桩基极限承载力公式。分析了倾斜岩面坡角、岩体完整性参数以及岩体内摩擦角等因素对桩端承载力的影响。结果表明:浅嵌岩桩基嵌入深度达到极限嵌入比时,桩基达到极限承载力;当嵌入比大于极限嵌入比时,桩端承载力系数不受倾斜坡角和嵌入比影响,此时可按平地桩基进行分析计算;极限嵌入比随倾斜坡角的增大呈幂函数增大,且在岩石完整性较差时,极限嵌入比随岩体内摩擦角的增大而显著增大;当嵌入比小于极限嵌入比时,桩端承载力系数随倾斜坡角的增大近似线性减小,需考虑岩面倾角对桩基承载力的影响。 展开更多
关键词 桩端极限承载力 修正mohr-coulomb准则 浅嵌岩桩 倾斜基岩 极限嵌入比
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Dilation,discrimination and Uhlmann's theorem of link products of quantum channels
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作者 雷强 操刘桁 +1 位作者 Asutosh Kumar 武俊德 《Chinese Physics B》 SCIE EI CAS CSCD 2024年第3期201-206,共6页
We establish the Stinespring dilation theorem of the link product of quantum channels in two different ways,discuss the discrimination of quantum channels,and show that the distinguishability can be improved by self-l... We establish the Stinespring dilation theorem of the link product of quantum channels in two different ways,discuss the discrimination of quantum channels,and show that the distinguishability can be improved by self-linking each quantum channel n times as n grows.We also find that the maximum value of Uhlmann's theorem can be achieved for diagonal channels. 展开更多
关键词 quantum channels link products Stinespring dilation theorem Uhlmann's theorem
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New Asymptotic Results on Fermat-Wiles Theorem
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作者 Kimou Kouadio Prosper Kouakou Kouassi Vincent Tanoé François 《Advances in Pure Mathematics》 2024年第6期421-441,共21页
We analyse the Diophantine equation of Fermat xp yp = zp with p > 2 a prime, x, y, z positive nonzero integers. We consider the hypothetical solution (a, b, c) of previous equation. We use Fermat main divisors, Dio... We analyse the Diophantine equation of Fermat xp yp = zp with p > 2 a prime, x, y, z positive nonzero integers. We consider the hypothetical solution (a, b, c) of previous equation. We use Fermat main divisors, Diophantine remainders of (a, b, c), an asymptotic approach based on Balzano Weierstrass Analysis Theorem as tools. We construct convergent infinite sequences and establish asymptotic results including the following surprising one. If z y = 1 then there exists a tight bound N such that, for all prime exponents p > N , we have xp yp zp. 展开更多
关键词 Fermat’s Last theorem Fermat-Wiles theorem Kimou’s Divisors Diophantine Quotient Diophantine Remainders Balzano Weierstrass Analysis theorem
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A Global Torelli Theorem for Certain Calabi-Yau Threefolds
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作者 Mao Sheng Jinxing Xu 《Communications in Mathematics and Statistics》 SCIE CSCD 2024年第1期91-112,共22页
We establish a global Torelli theorem for the complete family of Calabi-Yau threefolds arising from cyclic triple covers of P^(3)branched along six stable hyperplanes.
关键词 Global Torelli theorem Calabi-Yau threefolds Hyperplane arrangements
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SOME LIOUVILLE-TYPE THEOREMS FOR THE STATIONARY 3D MAGNETO-MICROPOLAR FLUIDS
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作者 Jae-Myoung KIM Seungchan KO 《Acta Mathematica Scientia》 SCIE CSCD 2024年第6期2296-2306,共11页
In this paper,we prove some Liouville-type theorems for the stationary magnetomicropolar fluids under suitable conditions in three space dimensions.We first prove that the solutions are trivial under the assumption of... In this paper,we prove some Liouville-type theorems for the stationary magnetomicropolar fluids under suitable conditions in three space dimensions.We first prove that the solutions are trivial under the assumption of certain growth conditions for the mean oscillations of the potentials.And then we show similar results assuming that the solutions are contained in L^(p)(R^(3))with p∈[2,9/2).Finally,we show the same result for lower values of p∈[1,9/4)with the further assumption that the solutions vanish at infinity. 展开更多
关键词 stationary magneto-micropolar equations Liouville-type theorem
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AAK Theorem and a Design of Multidimensional BIBO Stable Filters
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作者 Bossoto Bossoto Gabriel Bissanga 《Open Journal of Discrete Mathematics》 2024年第2期9-15,共7页
Rational approximation theory occupies a significant place in signal processing and systems theory. This research paper proposes an optimal design of BIBO stable multidimensional Infinite Impulse Response filters with... Rational approximation theory occupies a significant place in signal processing and systems theory. This research paper proposes an optimal design of BIBO stable multidimensional Infinite Impulse Response filters with a realizable (rational) transfer function thanks to the Adamjan, Arov and Krein (AAK) theorem. It is well known that the one dimensional AAK results give the best approximation of a polynomial as a rational function in the Hankel semi norm. We suppose that the Hankel matrix associated to the transfer function has a finite rank. 展开更多
关键词 Multidimensional Filter DESIGN BIBO Stability Optimal AAK theorem Transfer Function Hankel Matrix
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Diophantine equations and Fermat's last theorem for multivariate(skew-)polynomials
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作者 PAN Jie JIA Yu-ming LI Fang 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2024年第1期159-173,共15页
Fermat’s Last Theorem is a famous theorem in number theory which is difficult to prove.However,it is known that the version of polynomials with one variable of Fermat’s Last Theorem over C can be proved very concisely... Fermat’s Last Theorem is a famous theorem in number theory which is difficult to prove.However,it is known that the version of polynomials with one variable of Fermat’s Last Theorem over C can be proved very concisely.The aim of this paper is to study the similar problems about Fermat’s Last Theorem for multivariate(skew)-polynomials with any characteristic. 展开更多
关键词 Fermat's last theorem polynomial ring skew polynomial ring
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Some convergence theorems of fuzzy concave integral on fuzzyσ-algebra
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作者 SUN Rong 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2024年第3期438-447,共10页
In this paper,we consider the extension of the concave integral from classical crispσ-algebra to fuzzyσ-algebra of fuzzy sets.Firstly,the concept of fuzzy concave integral on a fuzzy set is introduced.Secondly,some ... In this paper,we consider the extension of the concave integral from classical crispσ-algebra to fuzzyσ-algebra of fuzzy sets.Firstly,the concept of fuzzy concave integral on a fuzzy set is introduced.Secondly,some important properties of such integral are discussed.Finally,various kinds of convergence theorems of a sequence of fuzzy concave integrals are proved. 展开更多
关键词 convergence theorems fuzzy concave integral fuzzyσ-algebra
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基于Mohr-Coulomb准则隧道围岩-支护体系协同作用下支护强度分析
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作者 梁译文 查文华 +2 位作者 许涛 刘造保 刘小虎 《科学技术与工程》 北大核心 2024年第1期378-385,共8页
确定围岩-支护结构体系动态协同变形关系是地下工程支护需要解决的关键问题之一。运用Mohr-Coulomb准则推导隧道开挖支护后围岩径向变形与支护结构径向变形的协同方程,探讨Ⅳ级围岩塑性半径、围岩位移及支护刚度随支护强度的变化关系;... 确定围岩-支护结构体系动态协同变形关系是地下工程支护需要解决的关键问题之一。运用Mohr-Coulomb准则推导隧道开挖支护后围岩径向变形与支护结构径向变形的协同方程,探讨Ⅳ级围岩塑性半径、围岩位移及支护刚度随支护强度的变化关系;并运用FLAC3D数值模拟验证协同变形方程的合理性和有效性。结果表明,围岩-支护结构体系协同变形方程能很好地反映围岩位移和塑性区半径随支护强度变化的关系,且相互关系是非线性的。支护强度为0.75 MPa时,理论计算拱顶沉降为18.9 mm,数值模拟拱顶沉降为21.6 mm;支护强度为1.5 MPa时,理论计算拱顶沉降为11.2 mm,数值模拟拱顶沉降为11.1 mm,表明围岩-支护结构动态协同变形方程的有效性。针对Ⅳ级围岩在采用超前支护和交叉中隔壁法(cross diaphragm,CRD)施工时,建议支护强度设计为0.75~1.5 MPa,支护刚度设计为59.8~375.0 kN/mm。 展开更多
关键词 mohr-coulomb准则 围岩-支护结构体系 支护强度 支护刚度
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Small Modular Solutions to Fermat’s Last Theorem
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作者 Thomas Beatty 《Advances in Pure Mathematics》 2024年第10期797-805,共9页
The proof by Andrew Wiles of Fermat’s Last Theorem in 1995 resolved the existence question for non-trivial solutions in integers x,y,zto the equation xn+yn=znfor n>2. There are none. Surprisingly, there are infini... The proof by Andrew Wiles of Fermat’s Last Theorem in 1995 resolved the existence question for non-trivial solutions in integers x,y,zto the equation xn+yn=znfor n>2. There are none. Surprisingly, there are infinitely many solutions if the problem is recast in terms of modular arithmetic. Over a hundred years ago Issai Schur was able to show that for any n there is always a sufficiently large prime p0such that for all primes p≥p0the congruence xn+yn≡zn(modp)has a non-trivial solution. Schur’s argument wasnon-constructive, and there is no systematic method available at present to construct specific examples for small primes. We offer a simple method for constructing all possible solutions to a large class of congruences of this type. 展开更多
关键词 Fermat’s Last theorem Modular Arithmetic CONGRUENCES Prime Numbers Primitive Roots Indices Ramsey Theory Schur’s Lemma in Ramsey Theory
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Whole Perfect Vectors and Fermat’s Last Theorem
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作者 Ramon Carbó-Dorca 《Journal of Applied Mathematics and Physics》 2024年第1期34-42,共9页
A naïve discussion of Fermat’s last theorem conundrum is described. The present theorem’s proof is grounded on the well-known properties of sums of powers of the sine and cosine functions, the Minkowski norm de... A naïve discussion of Fermat’s last theorem conundrum is described. The present theorem’s proof is grounded on the well-known properties of sums of powers of the sine and cosine functions, the Minkowski norm definition, and some vector-specific structures. 展开更多
关键词 Fermat’s Last theorem Whole Perfect Vectors Sine and Cosine Functions Natural and Rational Vectors Fermat Vectors
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Vanishing Theorems for p-Harmonic Forms on Submanifolds in Spheres
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作者 Nan Li 《Journal of Contemporary Educational Research》 2024年第4期48-53,共6页
In this paper,we present some vanishing theorems for p-harmonic forms on-super stable complete submanifold M immersed in sphere Sn+m.When 2≤1≤n-2,M has a flat normal bundle.Assuming that M is a minimal submanifold ... In this paper,we present some vanishing theorems for p-harmonic forms on-super stable complete submanifold M immersed in sphere Sn+m.When 2≤1≤n-2,M has a flat normal bundle.Assuming that M is a minimal submanifold andδ>1(n-1)p2/4n[p-1+(p-1)2kp],we prove a vanishing theorem for p-harmonicℓ-forms. 展开更多
关键词 p-harmonic forms Vanishing theorems SUBMANIFOLDS
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A Study on High School Mathematics Teaching Design Based on Teaching for Robust Understanding: Taking the Cosine Theorem as an Example
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作者 Zhenping Wang Tianchen Ai 《Journal of Contemporary Educational Research》 2024年第6期96-103,共8页
Teachers’teaching behavior plays a crucial role in students’development,and there are problems in the current teaching behavior of mathematics teachers such as ignoring students’cognitive needs,lack of equal opport... Teachers’teaching behavior plays a crucial role in students’development,and there are problems in the current teaching behavior of mathematics teachers such as ignoring students’cognitive needs,lack of equal opportunities for students’classroom performance as well as lack of formative evaluation of students.In order to solve the phenomenon,this paper analyzes and explains how to promote teaching based on the Teaching for Robust Understanding(TRU)evaluation framework with the goal of focusing on the development of all students,taking the teaching design of The Cosine Theorem as an example,and provides ideas and methods for first-line high school mathematics teachers. 展开更多
关键词 Mathematics education Teaching for Robust Understanding framework Instructional design Cosine theorem
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The Njiki’s Fundamental Theorem-Definition on Fractions in the Mathematical Set ℚ and by Extension in ℝ and ℂ, for the Purpose of Leading to the Construction of Some Algebraic Structures as Its Theoretical Applications and for the Practical Ones
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作者 Jean Claude Njiki 《American Journal of Computational Mathematics》 2024年第3期358-379,共22页
The purpose of the research in the NJIKI’s fundamental THEOREM-DEFINITION on fractions in the mathematical set ℚand by extension in ℝand ℂand in order to construct some algebraic structures is about the proved EXISTE... The purpose of the research in the NJIKI’s fundamental THEOREM-DEFINITION on fractions in the mathematical set ℚand by extension in ℝand ℂand in order to construct some algebraic structures is about the proved EXISTENCE and the DEFINITION by NJIKI of two INNOVATIVE, IMPORTANT and TEACHABLE operations of addition or additive operations, in ℚ, marked ⊕and +α,β, and taken as VECTORIAL, TRIANGULAR, of THREE or PROPORTIONAL operations and in order to make THEM not be different from the RATIONAL ONE, +, but to bring much more and new information on fractions, and, by extension in ℝand ℂ. And the very NJIKI’s fundamental THEOREM-DEFINITION having many APPLICATIONS in the everyday life of the HUMAN BEINGS and without talking about computer sciences, henceforth being supplied with very interesting new ALGORITHMS. And as for the work done in the research, it will be waiting for its extension to be done after publication and along with the research results concerned. 展开更多
关键词 Operations of Addition Additive Operations in Laws in theorem-DEFINITION External Multiplication
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基于修正Mohr-Coulomb准则的弹塑性本构模型及其数值实施 被引量:84
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作者 贾善坡 陈卫忠 +1 位作者 杨建平 陈培帅 《岩土力学》 EI CAS CSCD 北大核心 2010年第7期2051-2058,共8页
针对Mohr-Coulomb准则高估岩土体抗拉性能的局限性,建立考虑最大拉应力准则的修正Mohr-Coulomb模型;系统地论述隐式本构积分算法的主要内容,推导相应的一致性刚度矩阵。以ABAQUS软件为平台,采用向后欧拉隐式应力积分算法编制了UMAT本构... 针对Mohr-Coulomb准则高估岩土体抗拉性能的局限性,建立考虑最大拉应力准则的修正Mohr-Coulomb模型;系统地论述隐式本构积分算法的主要内容,推导相应的一致性刚度矩阵。以ABAQUS软件为平台,采用向后欧拉隐式应力积分算法编制了UMAT本构程序,对单轴拉伸试验和三轴压缩试验进行数值模拟,对比分析ABAQUS自带模型和自编模型的优劣,结果表明编写的修正Mohr-Coulomb模型能够有效地反映岩土介质的抗拉性能,弥补了ABAQUS自带模型的不足。 展开更多
关键词 修正mohr-coulomb准则 本构模型 应力积分算法 UMAT
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基于Mohr-Coulomb准则的岩石损伤统计分析方法研究 被引量:76
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作者 曹文贵 张升 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2005年第1期43-47,共5页
从探讨基于Mohr-Coulomb准则的新的岩石微元强度表示方法及其服从Weibull随机分布的特点出发,基于岩石三轴应力应变试验曲线,建立了反映岩石破裂全过程的损伤软化统计本构模型.在此基础上,重点研究了Weibull分布参数对岩石损伤软化统计... 从探讨基于Mohr-Coulomb准则的新的岩石微元强度表示方法及其服从Weibull随机分布的特点出发,基于岩石三轴应力应变试验曲线,建立了反映岩石破裂全过程的损伤软化统计本构模型.在此基础上,重点研究了Weibull分布参数对岩石损伤软化统计本构模型的影响,并结合岩石三轴应力应变试验曲线的特征,对岩石损伤软化统计本构模型进行了合理修正.与试验结果及前人研究结果比较,该模型形式简单,能更好地反映工程实际,具有广阔的应用前景. 展开更多
关键词 岩石破裂 微元强度 WEIBULL分布 mohr-coulomb准则 损伤
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修正的Mohr-Coulomb破坏准则在斜侵彻过程中的应用 被引量:10
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作者 胡秀章 谷先广 李永池 《中国科学技术大学学报》 CAS CSCD 北大核心 2008年第11期1317-1321,共5页
以杆弹斜侵彻钢纤维混凝土靶的数值模拟为目标,将HJC模型嵌入了自主开发的动态有限元HVP3D程序中,提出了考虑拉伸破坏、应变率、压力和剪力影响的修正的Mohr-Coulomb破坏准则,模拟靶板的可能破坏情况,并和最大拉应力累积破坏准则的结果... 以杆弹斜侵彻钢纤维混凝土靶的数值模拟为目标,将HJC模型嵌入了自主开发的动态有限元HVP3D程序中,提出了考虑拉伸破坏、应变率、压力和剪力影响的修正的Mohr-Coulomb破坏准则,模拟靶板的可能破坏情况,并和最大拉应力累积破坏准则的结果进行了比较,发现修正的Mohr-Coulomb破坏准则较好地反映靶板的破坏情况.同时将修正的Mohr-Coulomb破坏准则应用到带攻角的斜侵彻数值模拟中并与实验结果进行了对比. 展开更多
关键词 mohr-coulomb破坏准则 斜侵彻 数值模拟 攻角
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用Mohr-Coulomb破坏准则预测最小水平主应力的实验方法 被引量:5
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作者 张保平 方竞 +3 位作者 丁云宏 田国荣 申卫兵 汪永利 《石油勘探与开发》 SCIE EI CAS CSCD 北大核心 2003年第6期89-91,共3页
通过岩石力学实验,测定岩样的内聚力、摩擦系数和单轴抗压强度等岩石力学参数,可以用常规的Mohr Coulomb破坏准则确定最小主应力。采用长庆油田、二连油田、吉林油田和四川盆地、塔里木盆地以及委内瑞拉将要进行水力压裂施工的砂岩地层... 通过岩石力学实验,测定岩样的内聚力、摩擦系数和单轴抗压强度等岩石力学参数,可以用常规的Mohr Coulomb破坏准则确定最小主应力。采用长庆油田、二连油田、吉林油田和四川盆地、塔里木盆地以及委内瑞拉将要进行水力压裂施工的砂岩地层的岩样,用该方法测定最小主应力,将测定结果与长源距声波测井和微压裂测定结果对比,误差一般为2~3MPa,证实这是一种经济可靠的方法。 展开更多
关键词 最小主应力 mohr-coulomb破坏准则 砂岩地层 实验研究
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岩石塑性变形条件下的Mohr-Coulomb屈服准则 被引量:28
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作者 王红才 赵卫华 +1 位作者 孙东生 郭彬彬 《地球物理学报》 SCIE EI CAS CSCD 北大核心 2012年第12期4231-4238,共8页
传统的Mohr-Coulomb强度准则仅描述了峰值强度状态下正应力和剪应力之间的关系,作为岩石破坏的判据.本文拓展概念,提出Mohr-Coulomb屈服准则表述岩石发生塑性变形后不同应力状态下屈服面的应力应变关系.在总结实验研究的基础上建立了使... 传统的Mohr-Coulomb强度准则仅描述了峰值强度状态下正应力和剪应力之间的关系,作为岩石破坏的判据.本文拓展概念,提出Mohr-Coulomb屈服准则表述岩石发生塑性变形后不同应力状态下屈服面的应力应变关系.在总结实验研究的基础上建立了使用三轴压缩试验数据确定塑性参数c和φ随内变量κ变化的实验技术方法,给出了评价各向同性模型精度的参量表达以及某些测试结果.采用具有各向同性强(软)化规律的Mohr-Coulomb屈服准则,利用岩石的初始屈服、峰值屈服和残余屈服三组参数可以将全过程应力应变曲线简化表征为四直线模型,它比三线性模型有更广泛的适用性.本文的结果为工程地质数值模拟提供了理论和实验基础,具有指导意义. 展开更多
关键词 岩石塑性变形 mohr-coulomb屈服准则 弹塑性参量 各向同性强(软)化 四直线模型
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基于应变率效应的岩石动态Mohr-Coulomb准则和Hoek-Brown准则研究 被引量:14
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作者 宫凤强 司雪峰 +1 位作者 李夕兵 陶明 《中国有色金属学报》 EI CAS CSCD 北大核心 2016年第8期1763-1773,共11页
在考虑强度准则参数粘聚力c、内摩擦角φ和岩石材料常数m随应变率增加而变化的基础上,分别提出了基于应变率效应的岩石动态Mohr-Coulomb准则和Hoek-Brown准则。花岗岩材料在6种围压下的三轴试验结果表明:当应变率从10^(-4) s^(-1)增加到... 在考虑强度准则参数粘聚力c、内摩擦角φ和岩石材料常数m随应变率增加而变化的基础上,分别提出了基于应变率效应的岩石动态Mohr-Coulomb准则和Hoek-Brown准则。花岗岩材料在6种围压下的三轴试验结果表明:当应变率从10^(-4) s^(-1)增加到100 s^(-1)时,粘聚力c和岩石材料常数m均随应变率增加而增加,但是内摩擦角φ则随应变率增加而减小。为此,给出了上述3项参数随应变率变化的函数关系,并在此基础上,分别提出了考虑率效应的动态Mohr-Coulomb准则和Hoek-Brown准则表达式。通过理论计算结果与试验数据的对比,发现动态Mohr-Coulomb准则适应于低围压情况,而动态Hoek-Brown准则在低围压和高围压情况下均适用。 展开更多
关键词 岩石力学 抗剪强度参数 应变率 动态mohr-coulomb准则 动态Hoek-Brown准则
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