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含聚合物防水膜的隧道衬砌界面剪切-滑移力学特性试验研究
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作者 蒋雅君 赵菊梅 +2 位作者 刘基泰 何雨帝 王虎群 《隧道建设(中英文)》 CSCD 北大核心 2024年第3期496-505,I0059-I0068,共20页
为研究隧道衬砌结构中密贴型防水层界面的力学特性,根据隧道喷膜防水衬砌结构的特点,采用粘结强度试验和压剪试验探讨聚合物防水膜复合试件的界面剪切-滑移力学行为和特性。通过粘结强度试验绘制3种类型防水膜的拉伸应力-位移曲线,通过... 为研究隧道衬砌结构中密贴型防水层界面的力学特性,根据隧道喷膜防水衬砌结构的特点,采用粘结强度试验和压剪试验探讨聚合物防水膜复合试件的界面剪切-滑移力学行为和特性。通过粘结强度试验绘制3种类型防水膜的拉伸应力-位移曲线,通过压剪试验绘制界面剪切应力-位移曲线,基于试验结果曲线计算得到防水层的界面参数,包括剪切强度、残余剪切强度、剪切模量、剪切滑移能量和剪切失效位移,并讨论防水材料性能和法向压应力对这些参数的影响。结果表明,防水层界面的剪切-滑移特性主要受防水材料特性和法向压应力的影响,防水材料特性对界面剪切强度和剪切模量的影响较大,而残余剪切强度、剪切滑移能量和剪切失效位移则受到法向压应力的影响更多。 展开更多
关键词 隧道衬砌结构 喷膜防水 界面特性 剪切-滑移破坏 应力-位移曲线
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冷弯薄壁型钢自攻螺钉连接剪切-滑移本构关系研究 被引量:1
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作者 韩威 朱华 周安 《工程与建设》 2020年第6期1024-1026,1046,共4页
为研究冷弯薄壁型钢自攻螺钉连接件在单轴受拉作用下的剪切-滑移本构关系,本文通过对不同螺钉直径和不同板厚的单颗自攻螺钉连接件进行抗剪性能试验,得到其剪切-滑移曲线。而后通过分析剪切-滑移曲线的变化趋势,提出自攻螺钉连接剪切-... 为研究冷弯薄壁型钢自攻螺钉连接件在单轴受拉作用下的剪切-滑移本构关系,本文通过对不同螺钉直径和不同板厚的单颗自攻螺钉连接件进行抗剪性能试验,得到其剪切-滑移曲线。而后通过分析剪切-滑移曲线的变化趋势,提出自攻螺钉连接剪切-滑移分段式本构模型,并采用非线性曲线拟合方法拟合出自攻螺钉连接剪切-滑移分段式本构方程。最后采用ABAQUS有限元软件中的非线性弹簧单元模拟自攻螺钉连接,建立冷弯薄壁型钢单颗自攻螺钉连接件抗剪性能试验的有限元模型,验证了自攻螺钉连接剪切-滑移本构模型应用于有限元模拟分析的有效性和非线性弹簧单元法模拟自攻螺钉连接的可行性。 展开更多
关键词 自攻螺钉连接 剪切-滑移 抗剪承载力 本构模型 非线性弹簧单元
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基于Hoek-Brown准则嵌岩段桩-岩侧阻力修正计算方法 被引量:6
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作者 戴国亮 龚维明 陈隆 《岩土工程学报》 EI CAS CSCD 北大核心 2012年第9期1746-1752,共7页
利用二维Hoek-Brown(2002)破坏准则为岩石破坏标准,基于"小孔扩张理论"模拟嵌岩段桩侧摩阻力的"剪切-滑移-膨胀"发挥机理,综合考虑了桩体单元受到桩径发生改变后由于岩体的径向约束作用而产生的法向应力,以及土、... 利用二维Hoek-Brown(2002)破坏准则为岩石破坏标准,基于"小孔扩张理论"模拟嵌岩段桩侧摩阻力的"剪切-滑移-膨胀"发挥机理,综合考虑了桩体单元受到桩径发生改变后由于岩体的径向约束作用而产生的法向应力,以及土、岩体由于重力的作用产生的竖向应力导致的桩体表面的水平向法向应力,对已有文献推导出来的桩侧极限摩阻力计算进行了修正,并通过算例分析讨论了桩身轴力、岩石强度模数、岩体抗拉强度系数、岩桩刚度比、桩径以及嵌岩比等因素对极限侧阻力的影响。结果表明:嵌岩段极限侧阻力随单桩轴力增大而增大;嵌岩段极限侧阻力与岩石强度模数和岩体抗拉强度系数相关;嵌岩段极限侧阻力与岩桩相对刚度呈正相关;桩径的增加,桩极限侧阻力减小;随嵌岩比增大,传递到桩端的荷载减小,嵌岩段极限侧阻力减小。 展开更多
关键词 嵌岩桩 侧阻力 HOEK-BROWN准则 剪切-滑移-膨胀
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Performance of interface between TRC and existing concrete under a chloride dry-wet cycle environment 被引量:4
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作者 LI Yao YIN Shi-ping LV Heng-lin 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第3期876-890,共15页
Textile-reinforced concrete(TRC)is suitable to repair and reinforce concrete structures in harsh environments.The performance of the interface between TRC and existing concrete is an important factor in determining th... Textile-reinforced concrete(TRC)is suitable to repair and reinforce concrete structures in harsh environments.The performance of the interface between TRC and existing concrete is an important factor in determining the strengthening effect of TRC.In this paper,a double-sided shear test was performed to investigate the effects of the chloride dry-wet cycles on the average shear strength and slip at the interface between the TRC and existing concrete,also considering the existing concrete strength,bond length,textile layer and short-cut fiber arrangements.In addition,X-ray diffraction(XRD)technology was used to analyze the microscopic matter at the interface in the corrosive environment.The experimental results indicate that the interface performance between TRC and existing concrete would decrease with continued chloride dry-wet cycles.Compared with the specimen with a single layer of textile reinforcement,the specimens with two layers of textile with added PVA or AR-glass short-cut fibers could further improve the properties of the interface between the TRC layer and existing concrete.For the TRC with a single layer of textile,the average shear strength tended to decrease with increasing bond length.In addition,the strength grade of the existing concrete had a minor effect on the interface properties. 展开更多
关键词 textile-reinforced concrete chloride dry-wet cycles double-sided shear average shear strength interface slip X-ray diffraction technology
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Impact of replacement of Re by W on dislocation slip mediated creeps of γ'-Ni_(3)Al phases 被引量:2
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作者 Zhou YI Yun-lei XU +1 位作者 Ping PENG Jiang-hua CHEN 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2021年第7期2013-2023,共11页
The anomalous flow behavior of γ'-Ni_(3)Al phases at high temperature is closely related to the cross-slip of 1/2<110>{111}super-partial dislocations.Generalized stacking fault energy curves(i.e.,Γ-surface... The anomalous flow behavior of γ'-Ni_(3)Al phases at high temperature is closely related to the cross-slip of 1/2<110>{111}super-partial dislocations.Generalized stacking fault energy curves(i.e.,Γ-surfaces)along the lowest energy path can provide a great deal of information on the nucleation and movement of dislocations.With the first-principles calculation,the interplay between Re and W,Mo,Ta,Ti doped at preferential sites and their synergetic influence on Γ-surfaces and ideal shear strength(τ_(max))in γ'-Ni_(3)Al phases are investigated.Similar to single Re-addition,the Suzuki segregation of W at stacking faults is demonstrated to enable to impede the movement of 1/6<112>{111} Shockley partial dislocations and promote the cross-slip of 1/2<110>{111}super-partial dislocations.With the replacement of a part of Re by W,a decreased γ_(APB)^(111)/γ_(APB)^(001) indicates that the anomalous flow behavior of γ'phases at high temperature is not as excellent as the double Re-addition,but an increasedτmax means that the creep rupture strength of Ni-based single crystal superalloys can be benefited from this replacement to some extent,especially in the co-segregation of Re and W at Al−Al sites.As the interaction between X1_(Al) and X2_(Al) point defects is characterized by an correlation energy function ΔE^(X1_(Al)+X2_(Al))(d),it is found that both strong attraction and strong repulsion are unfavarable for the improvement of yield strengths of γ'phase. 展开更多
关键词 Ni-based single crystal superalloy γ'-Ni_(3)Al generalized stacking fault energy ideal shear strength dislocation CROSS-SLIP
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Multi-relaxation-time lattice Boltzmann simulation of slide damping in micro-scale shear-driven rarefied gas flow
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作者 Song Xucheng Li Pu Zhu Rui 《Journal of Southeast University(English Edition)》 EI CAS 2019年第1期30-35,共6页
To investigate the slide film damping in the micro-scale shear-driven rarefied gas flows, an effective multi-relaxation-time lattice Boltzmann method(MRT-LBM) is proposed. Through the Knudsen boundary layer model, the... To investigate the slide film damping in the micro-scale shear-driven rarefied gas flows, an effective multi-relaxation-time lattice Boltzmann method(MRT-LBM) is proposed. Through the Knudsen boundary layer model, the effects of wall and rarefaction are considered in the correction of relaxation time. The results of gas velocity distributions are compared among the MRT, Monte Carlo model(DSMC) and high-order LBM, and the effects of the tangential momentum accommodation coefficient on the gas velocity distributions are also compared between the MRT and the high-order LBM. It is indicated that the amendatory MRT-LBM can unlock the dilemma of simulation of micro-scale non-equilibrium. Finally, the effects of the Knudsen number, the Stokes number, and the gap between the plates on the damping are researched. The results show that by decreasing the Knudsen number or increasing the Stokes number, the slide film damping increases in the transition regime;however, as the size of the gap increases, the slide film damping decreases substantially. 展开更多
关键词 lattice Boltzmann method multi-relaxation-time slide film damping shear-driven oscillating flow
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花马湖连通工程边坡失稳模式及应对措施研究
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作者 罗飞 贺金明 +1 位作者 杨火平 李会中 《水利与建筑工程学报》 2024年第1期192-197,共6页
为了解决花马湖上湖与中湖水系连通工程的沿线边坡失稳问题,以开挖施工过程中发生的边坡失稳情况为基础,对边坡失稳机理、变形破坏特征及产生地质条件进行系统分析,提出四类边坡失稳模式,即均质蠕滑-拉裂型(Ⅰ型)、缓-中倾顺向坡滑移-... 为了解决花马湖上湖与中湖水系连通工程的沿线边坡失稳问题,以开挖施工过程中发生的边坡失稳情况为基础,对边坡失稳机理、变形破坏特征及产生地质条件进行系统分析,提出四类边坡失稳模式,即均质蠕滑-拉裂型(Ⅰ型)、缓-中倾顺向坡滑移-拉裂型(Ⅱ型)、块体结构楔形块体剪切-滑移型(Ⅲ型)和复合型(Ⅳ型)四类,并根据每种类型的失稳主控因素提出相应的应对措施。结果表明:对于Ⅰ型边坡不宜太陡,全强风化基岩开挖坡比1∶1~1∶0.75较适宜,及时对边坡进行喷护;对于Ⅱ型边坡主要采用锚杆(索)进行系统加固和锁口处理;对于Ⅲ型是对不稳定块体及时进行加固或清除处理,加固手段主要根据块体大小可采取不同长度锚杆(索);对于Ⅳ型应结合地质地形条件找出关键边坡失稳模式,采取相应的应对措施。针对不同地质条件所采取的不同开挖坡比和锚杆支护措施,取得了较好的效果,可为类似边坡工程提供参考。 展开更多
关键词 边坡失稳模式 蠕滑-拉裂型 顺向坡滑移-拉裂型 楔形体剪切-滑移 复合型
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黄土中压力型锚索锚固段应力分析 被引量:4
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作者 王勇华 熊二刚 王小勇 《力学季刊》 CSCD 北大核心 2020年第2期231-239,共9页
为研究黄土地区压力型锚索锚固机理,根据压力型锚索锚固段受力状态,基于三线型剪切-滑移模型,推导了注浆体与岩土体界面在弹性阶段所对应的剪应力及轴向应力分布的闭合解.根据相关压力型锚索锚固试验数据,采用推导的闭合解计算了不同张... 为研究黄土地区压力型锚索锚固机理,根据压力型锚索锚固段受力状态,基于三线型剪切-滑移模型,推导了注浆体与岩土体界面在弹性阶段所对应的剪应力及轴向应力分布的闭合解.根据相关压力型锚索锚固试验数据,采用推导的闭合解计算了不同张拉荷载作用下界面的剪应力分布,并与试验结果进行了对比.结果表明,各级张拉荷载作用下注浆体/岩土体界面剪应力的分布及其最大值与试验结果基本吻合,验证了本文提出解析模型的正确性与可靠性;压力型锚索锚固界面剪应力呈指数分布规律,在承压板附近剪应力分布集中且应力较大,随着离承压板距离的增大,剪应力逐渐减小;压力型锚索锚固界面剪应力峰值随外荷载增大而增大.研究结果可为压力型锚索的设计和计算提供一种理论参考. 展开更多
关键词 黄土 压力型锚索 锚固机理 剪切-滑移模型
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一种新型柱脚连接方式及其力学性能研究 被引量:1
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作者 金坎辉 段树金 《钢结构》 2014年第7期5-8,共4页
提出一种新型的柱脚连接方式,其节点可以传递内力,同时还可以产生有限的滑动。利用有限元软件ANSYS建立这种连接方式的实体仿真模型,得到具有双线性特征的剪切-滑移曲线和近似线性的弯矩-转角曲线,对两曲线进行公式拟合得到指数函数与... 提出一种新型的柱脚连接方式,其节点可以传递内力,同时还可以产生有限的滑动。利用有限元软件ANSYS建立这种连接方式的实体仿真模型,得到具有双线性特征的剪切-滑移曲线和近似线性的弯矩-转角曲线,对两曲线进行公式拟合得到指数函数与多项式函数表达式。把这种连接方式应用于框架结构,结构出现内力重分布,可改善结构柱脚处的受力。 展开更多
关键词 柱脚节点 半刚性 剪切-滑移曲线 弯矩-转角曲线
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CHIP FORMATION MODEL OF TITANIUM ALLOYS
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作者 何宁 潘良贤 王珉 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 1998年第2期60-64,共5页
The chip deformation of titanium alloys is typical shear localization from low cutting speed, which is general phenomenon in machining of difficult to cut material at high cutting speed. This paper investigates the ... The chip deformation of titanium alloys is typical shear localization from low cutting speed, which is general phenomenon in machining of difficult to cut material at high cutting speed. This paper investigates the chip formation process in machining titanium alloys, and puts forward a three stage model describing formation process of shear localized chip. This model explains how the shear localized chip segments initiate, become trapezoid and form serrated chips. 展开更多
关键词 metal cutting chip formation titanium alloys shear localization
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弹性状态下全长黏结型纤维筋锚杆锚固性能的能量算法 被引量:3
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作者 吴润泽 刘元雪 +3 位作者 彭国园 任建波 张裕 胡明 《采矿与安全工程学报》 EI CSCD 北大核心 2018年第5期918-924,930,共8页
纤维增强塑料筋锚杆通过全长黏结的方式应用于隧道、矿山巷道的支护,具有广阔前景。从能量角度出发,考虑锚固段剪切-滑移刚度沿轴向的变化,结合受力平衡方程和变形协调方程,在最小势能和边界条件的约束下,通过离散迭代求解弹性状态下全... 纤维增强塑料筋锚杆通过全长黏结的方式应用于隧道、矿山巷道的支护,具有广阔前景。从能量角度出发,考虑锚固段剪切-滑移刚度沿轴向的变化,结合受力平衡方程和变形协调方程,在最小势能和边界条件的约束下,通过离散迭代求解弹性状态下全长黏结型纤维筋锚杆在不同荷载、不同长度下轴向应力、侧阻力和相对滑移的分布演化规律,并探讨开挖面空间效应的影响。所得理论计算结果与实际工程所测得的规律和趋势相符,可为全长黏结型纤维增强塑料筋锚杆锚固系统的分析和设计提供参考和借鉴。 展开更多
关键词 纤维增强塑料筋锚杆 剪切-滑移刚度 最小势能原理 空间效应
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Molecular kinetic theory of boundary slip on textured surfaces by molecular dynamics simulations 被引量:4
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作者 WANG LiYa WANG FengChao +1 位作者 YANG FuQian WU HengAn 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2014年第11期2152-2160,共9页
A theoretical model extended from the Frenkel-Eyring molecular kinetic theory(MKT)was applied to describe the boundary slip on textured surfaces.The concept of the equivalent depth of potential well was adopted to cha... A theoretical model extended from the Frenkel-Eyring molecular kinetic theory(MKT)was applied to describe the boundary slip on textured surfaces.The concept of the equivalent depth of potential well was adopted to characterize the solid-liquid interactions on the textured surfaces.The slip behaviors on both chemically and topographically textured surfaces were investigated using molecular dynamics(MD)simulations.The extended MKT slip model is validated by our MD simulations under various situations,by constructing different complex surfaces and varying the surface wettability as well as the shear stress exerted on the liquid.This slip model can provide more comprehensive understanding of the liquid flow on atomic scale by considering the influence of the solid-liquid interactions and the applied shear stress on the nano-flow.Moreover,the slip velocity shear-rate dependence can be predicted using this slip model,since the nonlinear increase of the slip velocity under high shear stress can be approximated by a hyperbolic sine function. 展开更多
关键词 constructing validated chemically zigzag considering hyperbolic fitting rectangular fitted Frenkel
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