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考虑粘结滑移的锈蚀梁非线性解析解及其应用 被引量:2
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作者 赵建昌 徐宁 《兰州交通大学学报》 CAS 2007年第3期1-5,共5页
通过将锈蚀钢筋混凝土梁视为由锈蚀钢筋和混凝土组成的存在粘结滑移的组合梁,以锈蚀钢筋与混凝土之间的变形协调条件为依据,引入反映锈蚀钢筋混凝土力学性能的本构关系和锈蚀钢筋与混凝土之间的粘结-滑移本构关系,推导出以纵向受拉钢筋... 通过将锈蚀钢筋混凝土梁视为由锈蚀钢筋和混凝土组成的存在粘结滑移的组合梁,以锈蚀钢筋与混凝土之间的变形协调条件为依据,引入反映锈蚀钢筋混凝土力学性能的本构关系和锈蚀钢筋与混凝土之间的粘结-滑移本构关系,推导出以纵向受拉钢筋拉力N表达的锈蚀钢筋混凝土梁非线性微分方程.通过求解该微分方程,给出了考虑粘结滑移的锈蚀钢筋混凝土梁非线性解析解,以该解析解为基础,给出了以锈蚀钢筋混凝土梁特征值λ表达的截面协同工作系数理论表达式,通过对影响截面协同工作系数几个因素的讨论,获得了截面协同工作系数随λ变化的规律及取值范围,得出了一些有益结论. 展开更多
关键词 锈蚀钢筋 混凝土梁 变形协调 非线性解析解 协同工作系数
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考虑粘结滑移的锈蚀钢筋混凝土梁非线性实用分析方法 被引量:6
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作者 赵建昌 徐宁 杨维国 《水力发电学报》 EI CSCD 北大核心 2007年第6期35-40,共6页
本文将锈蚀钢筋混凝土梁视为由锈蚀钢筋和混凝土组成的存在粘结滑移的组合梁,以锈蚀钢筋与混凝土之间的变形协调条件为依据,引入反映锈蚀钢筋混凝土力学性能的本构关系和锈蚀钢筋与混凝土之间的粘结-滑移本构关系,推导出以纵向受拉钢筋... 本文将锈蚀钢筋混凝土梁视为由锈蚀钢筋和混凝土组成的存在粘结滑移的组合梁,以锈蚀钢筋与混凝土之间的变形协调条件为依据,引入反映锈蚀钢筋混凝土力学性能的本构关系和锈蚀钢筋与混凝土之间的粘结-滑移本构关系,推导出以纵向受拉钢筋拉力N表达的锈蚀钢筋混凝土梁非线性微分方程。通过求解该微分方程,给出了考虑粘结滑移的锈蚀钢筋混凝土梁非线性解析解,以该解析解为基础,给出了以锈蚀钢筋混凝土梁特征值-λ表达的截面协同工作系数理论表达式。通过该截面协同工作系数,建立了能准确反映粘结滑移的锈蚀钢筋混凝土梁截面承载力与变形的非线性实用分析方法,使锈蚀钢筋粘结强度降低系数与截面协同工作系数之间得到了统一,解决了二者之间长期以来不协调的矛盾,编制了计算机程序,并与已有实验结果进行了对比,说明了该方法的准确性。 展开更多
关键词 土木建筑结构 实用分析方法 非线性解析解 锈蚀钢筋 混凝土梁 协同工作系数
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考虑桩体压缩变形的碎石桩复合地基非线性固结分析 被引量:7
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作者 赵明华 陈侃 +2 位作者 刘猛 顾美湘 孙琮涵 《公路交通科技》 CAS CSCD 北大核心 2015年第6期46-53,共8页
针对碎石桩复合地基固结研究的不足,通过引入土体压缩系数的e-lgσ'和渗透系数的e-lg k半对数模型,综合考虑碎石桩的固结压缩变形和桩身的井阻作用、扰动作用以及应力集中效应,建立出碎石桩复合地基非线性固结微分方程组,推导得到... 针对碎石桩复合地基固结研究的不足,通过引入土体压缩系数的e-lgσ'和渗透系数的e-lg k半对数模型,综合考虑碎石桩的固结压缩变形和桩身的井阻作用、扰动作用以及应力集中效应,建立出碎石桩复合地基非线性固结微分方程组,推导得到了非线性固结解析解。同时,针对各类因素对碎石桩复合地基平均固结度的影响进行了分析,结果表明:随着Cc/Ck的增大,碎石桩复合地基的固结速率减慢,但变化幅度不大。当Cc/Ck<1时,固结速率随均布荷载的增大而加快;当Cc/Ck>1时,固结速率随着均布荷载的增大而减慢;此外,桩、土压缩模量比的减小和土、桩渗透系数比的增大,均会降低碎石桩复合地基的固结速率,扰动区渗透系数的减小会显著减慢固结速率。通过工程实例和已有解析方法的对比分析,表明本文方法具有较好的合理性与可行性,且当碎石桩的渗透系数较小(即碎石级配较好)时,本文方法更适宜。 展开更多
关键词 道路工程 碎石桩复合地基 半对数模型 非线性固结解析 固结压缩变形
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考虑收缩徐变影响的新旧混凝土叠合梁非线性分析实用方法 被引量:2
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作者 杨维国 许红叶 《力学与实践》 北大核心 2017年第4期379-383,共5页
界面存在粘结滑移的新旧混凝土叠合梁是一种重要的工程梁.以叠合面上的变形协调条件为计算条件,推导出叠合梁以轴力表达的非线性微分方程.求解该微分方程,得到截面协同工作系数理论表达式.通过该截面协同工作系数,建立了能够准确反映新... 界面存在粘结滑移的新旧混凝土叠合梁是一种重要的工程梁.以叠合面上的变形协调条件为计算条件,推导出叠合梁以轴力表达的非线性微分方程.求解该微分方程,得到截面协同工作系数理论表达式.通过该截面协同工作系数,建立了能够准确反映新旧混凝土叠合梁承载力与变形的非线性实用分析方法,使得Bernoulli假定与截面协同工作系数达到了统一,并与已有解析解进行了对比分析,发现计算精度满足工程需求,说明了该分析方法的实用性. 展开更多
关键词 新旧混凝土 叠合梁 收缩 徐变 协同工作系数 实用分析方法 非线性解析解
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Approximate Analytic Solution of Solitary Wave for a Class of Nonlinear Disturbed Long-Wave System 被引量:5
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作者 莫嘉琪 姚静荪 唐荣荣 《Communications in Theoretical Physics》 SCIE CAS CSCD 2010年第7期27-30,共4页
In this paper, the approximate expressions of the solitary wave solutions for a class of nonlinear disturbed long-wave system are constructed using the homotopie mapping method.
关键词 nonlinear long-wave equation solitary wave approximate analytic solution
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Analytic Solution to Nonlinear Dynamical System of Dragon Washbasin
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作者 贾启芬 李芳 +2 位作者 于雯 刘习军 王大钧 《Transactions of Tianjin University》 EI CAS 2004年第3期190-194,共5页
Based on phase-plane orbit analysis, the mathematical model of piecewise-smooth systems of multi-degree-of-freedom under the mode coordinate is established. Approximate analytical solution under the physical coordinat... Based on phase-plane orbit analysis, the mathematical model of piecewise-smooth systems of multi-degree-of-freedom under the mode coordinate is established. Approximate analytical solution under the physical coordinate of multi-degree-of-freedom self-excited vibration induced by dry friction of piecewise-smooth nonlinear systems is derived by means of average method, the results of which agree with those of the numerical solution. An effective and reliable analytical method investigating piecewise-smooth nonlinear systems of multi-degree-of-freedom has been given. Furthermore, this paper qualitatively analyses the curves about stationary amplitude versus rubbing velocity of hands and versus natural frequency of hands, and about angular frequency versus rubbing velocity of hands. The results provide a theoretical basis for identifying parameters of the system and the analysis of steady region. 展开更多
关键词 dry friction nonlinear vibration piecewise-smooth self-excited vibration average method
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Toward Analytic Solution of Nonlinear Differential Difference Equations via Extended Sensitivity Approach
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作者 G.Darmani S.Setayeshi H.Ramezanpour 《Communications in Theoretical Physics》 SCIE CAS CSCD 2012年第1期5-9,共5页
In this paper an efficient computational method based on extending the sensitivity approach(SA) is proposed to find an analytic exact solution of nonlinear differential difference equations.In this manner we avoid sol... In this paper an efficient computational method based on extending the sensitivity approach(SA) is proposed to find an analytic exact solution of nonlinear differential difference equations.In this manner we avoid solving the nonlinear problem directly.By extension of sensitivity approach for differential difference equations(DDEs),the nonlinear original problem is transformed into infinite linear differential difference equations,which should be solved in a recursive manner.Then the exact solution is determined in the form of infinite terms series and by intercepting series an approximate solution is obtained.Numerical examples are employed to show the effectiveness of the proposed approach. 展开更多
关键词 differential difference equation sensitivity approach exact solution
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开放三能级无反转激光系统的一个普遍模型(英文) 被引量:2
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作者 樊锡君 刘呈普 +2 位作者 田淑芬 于全训 卢洪武 《光电子.激光》 EI CAS CSCD 北大核心 2002年第10期1051-1055,共5页
提出了一个包括 Λ、V和梯型等不同构成方式在内的开放的三能级无反转激光 (L WI)系统的普遍模型 ,并给出了其定态非线性解析解的一般形式。利用这个普遍模型和它的一般解 ,得到了任意类型的开放的或封闭的三能级 L WI系统的线性或非线... 提出了一个包括 Λ、V和梯型等不同构成方式在内的开放的三能级无反转激光 (L WI)系统的普遍模型 ,并给出了其定态非线性解析解的一般形式。利用这个普遍模型和它的一般解 ,得到了任意类型的开放的或封闭的三能级 L WI系统的线性或非线性解析解。 展开更多
关键词 无反转激光 运动方程 非线性解析解 开放系统 封闭系统
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Analytic approximation to nonlinear hydroelastic waves traveling in a thin elastic plate floating on a fluid 被引量:3
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作者 WANG Ping LU DongQiang 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第11期2170-2177,共8页
An analytic approximation method known as the homotopy analysis method(HAM)is applied to study the nonlinear hydroelastic progressive waves traveling in an infinite elastic plate such as an ice sheet or a very large f... An analytic approximation method known as the homotopy analysis method(HAM)is applied to study the nonlinear hydroelastic progressive waves traveling in an infinite elastic plate such as an ice sheet or a very large floating structure(VLFS)on the surface of deep water.A convergent analytical series solution for the plate deflection is derived by choosing the optimal convergencecontrol parameter.Based on the analytical solution the efects of diferent parameters are considered.We find that the plate deflection becomes lower with an increasing Young’s modulus of the plate.The displacement tends to be flattened at the crest and be sharpened at the trough as the thickness of the plate increases,and the larger density of the plate also causes analogous results.Furthermore,it is shown that the hydroelastic response of the plate is greatly afected by the high-amplitude incident wave.The results obtained can help enrich our understanding of the nonlinear hydroelastic response of an ice sheet or a VLFS on the water surface. 展开更多
关键词 homotopy analysis method(HAM) nonlinear progressive waves elastic plate nonlinear hydroelastic response
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Unified analytical solutions for a circular opening based on non-linear unified failure criterion 被引量:7
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作者 Chang-guang ZHANG Qing-he ZHANG +2 位作者 Jun-hai ZHAO Fei XU Chuang-zhou WU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2010年第2期71-79,共9页
Unified analytical solutions are presented for the predictions of the stresses and displacements around a circular opening based on nonqinear unified failure criterion and the elastic-brittle-plastic softening model. ... Unified analytical solutions are presented for the predictions of the stresses and displacements around a circular opening based on nonqinear unified failure criterion and the elastic-brittle-plastic softening model. Unified analytical solutions not only involve generally traditional solutions which are based on the Hock-Brown (H-B) failure criterion or the non-linear twin-shear failure criterion, but also involve other new results. The results of the radius of plastic zone, radial displacements and stresses are obviously different using three rock masses when different values of the unified failure criterion parameter or different material behavior models are used. For a given condition, the radius of plastic zone and radial displacements are reduced by increasing the unified failure criterion parameter. The latent potentialities of rock mass result from considering the effect of intermediate principal stress. It is shown that proper choices of the failure criterion and the material behavior model for rock mass are significant in the tunnel design. 展开更多
关键词 Analytical solution Elastic-brittle-plastic rock Non-linear unified failure criterion Intermediate principal stress DILATANCY
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Analytical Solutions for the Two-Dimensional Gross-Pitaevskii Equation with a Harmonic Trap 被引量:1
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作者 石玉仁 王雪玲 +2 位作者 王光辉 刘丛波 杨红娟 《Communications in Theoretical Physics》 SCIE CAS CSCD 2013年第3期273-278,共6页
Both the homotopy analysis method and Galerkin spectral method are applied to find the analytical solutions of the two-dimensional and time-independent Gross-Pitaevskii equation, a nonlinear Schrodinger equation used ... Both the homotopy analysis method and Galerkin spectral method are applied to find the analytical solutions of the two-dimensional and time-independent Gross-Pitaevskii equation, a nonlinear Schrodinger equation used in describing the system of Bose-Einstein condensates trapped in a harmonic potential. The approximate analytical solutions are obtained successfully. Comparisons between the analytical solutions and the numerical solutions have been made. The results indicate that they are agreement very well with each other when the atomic interaction is not too strong. 展开更多
关键词 Gross-Pitaevskii equation homotopy analysis method analytical solution
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(2+1)-Dimensional Analytical Solutions of the Combining Cubic-Quintic Nonlinear Schrdinger Equation 被引量:1
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作者 郭爱林 林机 《Communications in Theoretical Physics》 SCIE CAS CSCD 2012年第4期523-529,共7页
We investigate analytical solutions of the(2+1)-dimensional combining cubic-quintic nonlinear Schrdinger(CQNLS) equation by the classical Lie group symmetry method.We not only obtain the Lie-point symmetries and some(... We investigate analytical solutions of the(2+1)-dimensional combining cubic-quintic nonlinear Schrdinger(CQNLS) equation by the classical Lie group symmetry method.We not only obtain the Lie-point symmetries and some(1+1)-dimensional partial differential systems,but also derive bright solitons,dark solitons,kink or anti-kink solutions and the localized instanton solution. 展开更多
关键词 classical Lie-group method symmetry reduced equation soliton solution
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