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移动环形荷载作用下饱和土中圆形衬砌隧洞动力响应研究 被引量:21
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作者 黄晓吉 扶名福 徐斌 《岩土力学》 EI CAS CSCD 北大核心 2012年第3期892-898,共7页
基于Biot理论,研究了饱和土中带有衬砌的圆形隧洞在移动环形荷载作用下的动力响应。假定衬砌为弹性体,土体为饱和多孔介质,引入两类势函数来表示土体、孔隙水和衬砌的位移,使隧洞的控制方程解耦。结合边界条件及连续条件,通过傅立叶变... 基于Biot理论,研究了饱和土中带有衬砌的圆形隧洞在移动环形荷载作用下的动力响应。假定衬砌为弹性体,土体为饱和多孔介质,引入两类势函数来表示土体、孔隙水和衬砌的位移,使隧洞的控制方程解耦。结合边界条件及连续条件,通过傅立叶变换得到频率-波数域中衬砌和土体的应力、位移和孔隙水压力解答,最后用傅立叶积分逆变换得到时-空域中的数值解。计算并比较了3种隧洞模型(弹性土体隧洞、饱和土体隧洞和饱和土衬砌隧洞)的动力响应分析。数值分析结果说明:(1)移动荷载速度对3种隧洞动力响应均具有较大影响;(2)弹性土体隧洞和饱和土体隧洞的动力响应具有明显区别,所以在富水地区的隧洞动力响应中土体应该视为饱和土体;(3)衬砌对隧洞动力响应有较大影响,故隧洞的动力分析中不能忽略衬砌作用。 展开更多
关键词 移动环形荷载 衬砌隧洞 饱和土 傅立叶变换 动力响应
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简谐环形荷载作用下饱和土体中圆形衬砌隧洞的动力响应研究 被引量:2
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作者 黄晓吉 扶明福 +1 位作者 徐斌 黎剑华 《铁道建筑》 北大核心 2011年第1期29-32,共4页
基于Biot理论,研究了带有衬砌的圆形隧洞在法向简谐集中环形荷载作用下的动力响应。假定衬砌为弹性体,土体为饱和多孔介质,结合边界条件及连续条件,通过傅立叶变换得到波数域中衬砌和土体的应力、位移和孔隙水压力幅值解答,最后用傅立... 基于Biot理论,研究了带有衬砌的圆形隧洞在法向简谐集中环形荷载作用下的动力响应。假定衬砌为弹性体,土体为饱和多孔介质,结合边界条件及连续条件,通过傅立叶变换得到波数域中衬砌和土体的应力、位移和孔隙水压力幅值解答,最后用傅立叶逆变换得到动力响应幅值的数值解。与不考虑衬砌的隧洞动力响应相比,数值分析的结果说明衬砌对动力响应有较大影响。 展开更多
关键词 简谐环形荷载 衬砌隧洞 饱和土 傅立叶变换 动力响应
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环形均布荷载作用下简支圆板的塑性极限分析 被引量:10
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作者 王延斌 俞茂宏 +1 位作者 魏雪英 肖耘 《工程力学》 EI CSCD 北大核心 2002年第1期84-88,共5页
本文采用双剪统一屈服准则首次对受环形均布荷载作用下的简支圆板进行了塑性极限分析,得出了相应的统一解形式。已有的Tresca准则、Mises准则、双剪应力准则的解答是文中解答的特例或逼近,它可以适用于不同性状的拉压同性材料。用本文... 本文采用双剪统一屈服准则首次对受环形均布荷载作用下的简支圆板进行了塑性极限分析,得出了相应的统一解形式。已有的Tresca准则、Mises准则、双剪应力准则的解答是文中解答的特例或逼近,它可以适用于不同性状的拉压同性材料。用本文的解还可以推出多种荷载作用下简支圆板的塑性极限荷载。 展开更多
关键词 双剪统一屈服准则 塑性极限荷载 简支圆板 环形均布荷载
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半无限体内环形线性垂直荷载下的竖向位移解
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作者 刘秀军 《广州建筑》 2022年第6期21-24,共4页
基于Mindlin弹性理论位移解,推导出半无限体内部作用一环形线性垂直荷载情况下的竖向位移解,并分别分析了荷载环中心轴线上(r=0处)、荷载环边界(r=a处)、半无限体表面(z=0处)以及荷载作用深度处(z=c处)等四种特殊情况下的竖向位移解,最... 基于Mindlin弹性理论位移解,推导出半无限体内部作用一环形线性垂直荷载情况下的竖向位移解,并分别分析了荷载环中心轴线上(r=0处)、荷载环边界(r=a处)、半无限体表面(z=0处)以及荷载作用深度处(z=c处)等四种特殊情况下的竖向位移解,最后较为深入地研究了荷载作用深度处的竖向位移随着泊松比μ、水平距离r以及荷载作用深度c的变化规律。本文对了解此类问题有一定指导和借鉴意义。 展开更多
关键词 MINDLIN位移解 半无限体 环形线性垂直荷载 竖向位移解
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衬砌弹性模量对圆形隧洞动力响应的影响研究 被引量:3
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作者 黄晓吉 扶明福 +1 位作者 徐斌 黎剑华 《现代隧道技术》 EI 北大核心 2011年第1期22-27,32,共7页
基于Biot理论,分析研究了衬砌与饱和土体弹性模量之比的变化对衬砌隧洞动力响应的影响。假定隧洞衬砌为弹性体,土体为饱和多孔介质,结合边界条件及连续条件,通过傅立叶变换得到频率-波数域中衬砌和土体的应力、位移和孔隙水压力等动力... 基于Biot理论,分析研究了衬砌与饱和土体弹性模量之比的变化对衬砌隧洞动力响应的影响。假定隧洞衬砌为弹性体,土体为饱和多孔介质,结合边界条件及连续条件,通过傅立叶变换得到频率-波数域中衬砌和土体的应力、位移和孔隙水压力等动力响应解答,最后用傅立叶积分逆变换得到时-空域中圆形衬砌隧洞在移动环形荷载作用下的动力响应的数值解。数值分析结果表明,两种介质弹性模量之比的变化导致衬砌隧洞的刚度发生变化,从而引起隧洞动力响应变化。 展开更多
关键词 移动环形荷载 衬砌隧洞 饱和土 傅立叶变换 动力响应
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气泡脉动压力作用下圆板的响应分析 被引量:2
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作者 王善 王振宇 +1 位作者 唐兆田 徐定海 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2008年第6期544-549,共6页
尽管气泡脉动压力峰值较冲击波小,但是近场水下爆炸气泡能量的衰减较冲击波慢,所以其对结构的影响却是不可忽视的.将脉动球面压力波分解为不同时段内的环形荷载,利用李滋方程推导出圆板表面上压力以及圆板圆心处的最大挠度的计算公式.... 尽管气泡脉动压力峰值较冲击波小,但是近场水下爆炸气泡能量的衰减较冲击波慢,所以其对结构的影响却是不可忽视的.将脉动球面压力波分解为不同时段内的环形荷载,利用李滋方程推导出圆板表面上压力以及圆板圆心处的最大挠度的计算公式.算例中所体现的深水条件与经验公式给出的基本相符;拟合得到公式可以计算出任意厚度板的最大挠度;圆板中心最容易发生破坏;在板厚较薄的情况下,圆板边界也很可能发生破坏. 展开更多
关键词 水下爆炸 气泡脉动 环形荷载 李滋方程 挠度
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预应力锚固单孔应力场的计算方法 被引量:1
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作者 陈一鸣 《五邑大学学报(自然科学版)》 CAS 2002年第3期65-69,共5页
针对以往预应力锚固单孔应力场计算时忽略小孔的影响,并将均布力用集中力来代替所造成的忽略应力集中现象的缺陷,提出了具有有限深孔的半无限弹性体,在孔周水平边界上作用有环形均布荷载时应力场的新的计算方法. 为高吨位预应力锚固外... 针对以往预应力锚固单孔应力场计算时忽略小孔的影响,并将均布力用集中力来代替所造成的忽略应力集中现象的缺陷,提出了具有有限深孔的半无限弹性体,在孔周水平边界上作用有环形均布荷载时应力场的新的计算方法. 为高吨位预应力锚固外锚头基础设计提供了理论依据. 展开更多
关键词 预应力锚固 单孔应力场 计算方法 半无限弹性体 环形均布荷载 应力集中 基础加固
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Effects of axial cyclic loading at constant confining pressures on deformational characteristics of anisotropic argillite 被引量:2
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作者 张久长 周苏华 +1 位作者 方理刚 许湘华 《Journal of Central South University》 SCIE EI CAS 2013年第3期799-811,共13页
Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transv... Triaxial cyclic loading tests have been performed to assess the influence of plastic deformation on inelastic deformational properties of anisotropic argillite with bedding planes which is regarded as a kind of transversely isotropic media.Considering argillite's anisotropy and inelastic deformational properties,theoretical formulae for calculating oriented elastic parameters were deduced by the unloading curves,which can be better fitted for the description of its elasticity than loading curves.Test results indicate that with the growth of accumulated plastic,strain,the apparent elastic modulus of argillite decreases in a form of exponential decay function,whereas the apparent Poisson ratio increase in a form of power equation.A ratio of unloading recoverable strain to the total strain increment occurred during a loading cycle is defined to illustrate the characteristic relations between anisotropic coupled elasto-plastic deformation and plastic strain.It is significant to observe that high stress level and plastic history have an inhibiting effect on argillite anisotropy. 展开更多
关键词 anisotropic argillite coupled elasto-plasticity cyclic loading tests elastic parameters plastic strain
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A macroscopic constitutive model of shape memory alloy considering cyclic effects 被引量:1
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作者 ZHOU Bo YOON Sung-Ho 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第4期755-764,共10页
This paper presents a macroscopic constitutive model reproducing the hysteretic behaviors of the superelastic shape memory alloy (SMA) under cyclic loading. The progressive increase of residual strain with the increas... This paper presents a macroscopic constitutive model reproducing the hysteretic behaviors of the superelastic shape memory alloy (SMA) under cyclic loading. The progressive increase of residual strain with the increased cycle number in such materials is assumed to be a consequence of the progressive increase of residual stress-induced martensitic volume fraction upon the cyclic effects. The progressive decrease of phase transformation critical stresses with the increased cycle number in such materials is assumed to be a result from the progressive increase of phase transformation critical temperatures upon the cyclic effects. A cyclic evolution equation is supposed to describe the influences of cycle effects on the material properties of the SMA under cyclic loading. A phase transformation equation expressing the phase transformation behaviors of the SMA under cyclic loading is established based on the differential relationship between martensitic volume fraction and the free energy increment of phase transformation. A mechanical constitutive equation predicting the mechanical characteristics of the SMA under cyclic loading is developed on the basis of thermodynamics and continuum mechanics. The cyclic evolution equation, phase transformation equation, and mechanical constitutive equation together compose the presented macroscopic constitutive model considering cyclic effects. Results of the numerical simulations illustrate that it can well reproduce the superelastic hysteretic behaviors of the SMA under cyclic loading. 展开更多
关键词 shape memory alloy cyclic effect cyclic evolution equation phase transformation equation mechanical constitutive equation
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Numerical modeling of seismic behavior of ellipse and peanut-shaped auxetic steel plate shear walls
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作者 Junjie Wang Yazhi Zhu Xiaoning Cai 《Low-carbon Materials and Green Construction》 2023年第1期112-131,共20页
This study proposes a new auxetic-shaped steel plate shear walls(simply referred to as ASSPSWs)consisting of boundary members and built-in perforated infill plates.The connection type between the boundary members is a... This study proposes a new auxetic-shaped steel plate shear walls(simply referred to as ASSPSWs)consisting of boundary members and built-in perforated infill plates.The connection type between the boundary members is a hinge joint.The hole forms on the infill plates include orthogonal ellipse-shaped(ASSPSW-OE)and orthogonal peanutshaped(ASSPSW-OP).This paper studied the hysteretic performance of two steel plate shear walls’types based on the finite element analysis method.Within the study context,a parametric analysis was carried out to investigate the influence of various factors,such as hole size and hole distance,on the seismic performance of steel plate shear walls(SPSWs).The results indicated that reducing the the ratio of the ligament thickness to ellipse major axis(t/D)in orthogonal ellipse-shaped SPSWs can effectively increase the porosity while reducing the bearing and energy dissipation capacities.Under the condition with the t/D unchanged,increasing the ratio of the major to minor axis of the ellipse(d/D)raises the porosity and does not significantly reduce the bearing capacity and energy dissipation capacity of the SPSWs.For orthogonal peanut-shaped SPSWs,the holes’geometrical parameters significantly influence the hysteretic performance.Particularly,with the increase in the radial ratio of large to small circles in a peanut-shaped hole(R/r),the spacing between cells decreases.When drift exceeds 2%,the equivalent viscous damping ratio decreases sharply.Unlike the orthogonal ellipse-shaped SPSWs,changing the arrangement angle of peanut-shaped cells has no significant effect on orthogonal peanut-shaped SPSWs.However,the larger the angle,the greater the out-of-plane buckling of orthogonal ellipse-shaped SPSWs;thus,the energy dissipation capacity is reduced.The similarities lie in that the larger cell arrangement angle will make the steel plates have a complete stress field,and the bearing capacity will be slightly improved.When the cell arrangement angle(θ)is 45°,the SPSWs can develop high initial stiffness. 展开更多
关键词 AUXETICS Steel plate shear wall Ellipse shape Peanut shape Cyclic loading Hysteresis response
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