剪切滑移强度,shear sliding strength
1)shear sliding strength剪切滑移强度
1.Theshear sliding strength in bond sliding band between steel and concrete was analyzed with the principle of virtual efficiency and the upper principle of plastic limit analysis.应用虚功率原理和塑性极限分析上限定理,分析了钢与混凝土双材料界面的剪切滑移强度,认为起主要作用的是混凝土的抗拉强度、与型钢表面状况有关的粘聚力、机械咬合力和混凝土对型钢的横向约束力等。
2)shearing slippage剪切滑移
1.This new element can simulate not only the behav?ior of grout bolt under the axial force but its bending capability along with effect forshearing slippage.针对现有砂浆锚杆有限元模拟方法的局限性与不足,在深入探讨砂浆锚杆的力学机理的基础上,提出了一种包含锚杆、砂浆以及接触面的新型复合锚杆单元,该单元不仅能反映锚杆的轴向受力作用,还能反映锚杆的抗弯以及锚杆与岩体接触面的剪切滑移效应,并利用有限元基本理论,推导了新型复合锚杆单元刚度矩阵及相关计算公式,并编制了相应的计算程序,工程实例分析表明:模型能够满足工程要求,具有一定的理论与工程实用价值。
英文短句/例句
1.Mitigating casing damage usually means reducing the amount of shear slip.减轻套管损坏就是缩小剪切滑移量。
2.Test study on mechanism of shear-slip of anchorage in suspension bridge悬索桥锚碇剪切滑移的机理及试验初探
3.Non-linear Finite Element Analysis of Reinforced Concrete Considering Crack Shear-Slip Effect考虑裂缝剪切滑移的钢筋混凝土非线性有限元分析
4.Similar Simulation Verification of Shearing Slip Model of Overlying Composite Stratum in Stope采场上覆复合岩层剪切滑移模型的相似模拟验证
5.Layered Slippage of Stay Cables Shearing and Its Influence on Bending Stress斜拉索剪切分层滑移及其对弯曲应力的影响
6.Experimental Study on Shear Bond-Slip Behavior of Profiled Sheeting Concrete Composite Slabs;压型钢板—混凝土组合楼板剪切粘结滑移性能试验研究
7.Experimental Research on Boundary Slip of Confined Liquids at Micro/nano Scale and Effect of Shear Rate剪切率对微纳米间隙下流体边界滑移影响的试验研究
8.In situ shear experiment on the shear crack of giant loess landslide巨型黄土滑坡剪出口滑带土的原位剪切试验研究
9.A STUDY OF THE LEFT-LATERAL NORMAL SLIP DUCTILE SHEAR ZONE IN THE NORTH MARGIN OF JIAONAN UPLIFT胶南隆起北缘中段左行正滑韧性剪切带研究
10.The Experimental Study on Concrete Filled Square Steel Tube Columns Bond-Slip and Shearing Connectors方钢管混凝土粘结滑移与抗剪连接的试验研究
11.Besides, the relation between shear force and relative plastic shear displacement is also presented.此外,还得到了不同含水量时剪力-塑性剪切位移的关系。
12.Research on mobile IPv6-based smooth handoff algorithm基于移动IPv6的平滑切换算法研究
13.Studies on the Effect of the Deformation of Panel Zones on the Steel Rigid Frames Response;钢框架节点域剪切变形对框架位移角的影响
14.Research on Precise On-line Surface Measurement by Synchronism Phase-shifting Shearing Interference;同步相移剪切干涉在线表面精密测量研究
15.Research on the Anti-shearing Charactisties on the Parking Section Asphalt Pavement of Bus Rapid TransitBRT停车段沥青路面抗剪切推移特性研究
16.The shearing strength at the foundation, where the concrete is placed on a smooth rock surface, may be lessened.当混凝土浇筑在平滑的岩石表面时，地基上的剪切强度可能会减少。
17.Characteristics of the right-lateral strike-slip ductile deformation of the central East Kulun tectonic mélange belt东昆仑中部构造混杂岩带右行走滑韧性剪切变形特征
18.Plastic deformation as the result of dislocation motion; also, the shear displacement of two adjacent planes of atoms.位错移动导致的塑性变形或两个相邻原子面的剪切位移。
相关短句/例句
shearing slippage剪切滑移
1.This new element can simulate not only the behav?ior of grout bolt under the axial force but its bending capability along with effect forshearing slippage.针对现有砂浆锚杆有限元模拟方法的局限性与不足,在深入探讨砂浆锚杆的力学机理的基础上,提出了一种包含锚杆、砂浆以及接触面的新型复合锚杆单元,该单元不仅能反映锚杆的轴向受力作用,还能反映锚杆的抗弯以及锚杆与岩体接触面的剪切滑移效应,并利用有限元基本理论,推导了新型复合锚杆单元刚度矩阵及相关计算公式,并编制了相应的计算程序,工程实例分析表明:模型能够满足工程要求,具有一定的理论与工程实用价值。
3)Shear slip剪切滑移
1.Shear slip,shear crack width of the crack plane of specimens and the steel strain were recorded during the experiment.试验中量测了预裂和未预裂试件剪切面的剪切滑移、裂缝宽度和剪力传递钢筋的应变,对试验过程进行了详细的描述并对试验结果进行了初步的分析,得到了不同配筋率和不同类型试件的破坏形态,对剪应力-剪切滑移、剪应力-裂缝宽度、剪切滑移-裂缝宽度、剪切滑移-钢筋应变、裂缝宽度-钢筋应变等关系曲线进行了分析对比。
2.The failure mode of the deep block rock mass around deep tunnels is the shear slip along weak contact surfaces between rock blocks.考虑到深部巷道块系围岩破坏类型主要表现为峰后岩块沿软弱接触面的剪切滑移破坏,通过建立深部巷道的平面应变块系围岩模型,得到了轴对称条件下岩块相互作用的解析解;分别假设岩块之间的接触满足刚塑性和Mohr-Coulomb屈服条件,推导得出上述两种屈服条件下的块系围岩模型和连续介质模型的围岩支护力的计算公式。
4)shear strength剪切强度
1.Onshear strength testing method of explosion cladding joint;爆炸复合接头剪切强度测试方法研究
2.Effect of magnetic field onshear strength of adhesively bonded single lap joint;外加磁场对粘接接头剪切强度的影响
3.Interfacial reaction andshear strength of Sn-Zn-Cu/Cu joints;Sn-Zn-Cu/Cu界面反应及剪切强度
5)shearing strength剪切强度
1.The adjustedshearing strength formula of rough rock joint;粗糙岩石节理剪切强度的修正公式
2.Effect of rosin contents of lead-free solder paste on theshearing strength of the weld spot;无铅焊膏中松香含量对焊点剪切强度的影响
3.Study of theshearing strengths of marine sediment in the China’s mining region;海底沉积物剪切强度的试验研究
6)shear bond strength剪切强度
1.Effect of different surface conditioning onshear bond strength of different types of luting cements to ceramics;瓷表面不同处理方法及粘结剂对全瓷剪切强度的影响
2.Study ofshear bond strength of light-cured and resin-reinforced glass ionomer cement immediately after bonding;光固化树脂加强型玻璃离子水门汀即刻剪切强度的测定
parative study on theshear bond strength of light-cured glass ionomer cement between etching and nonetching;酸蚀对树脂加强型玻璃离子抗剪切强度的影响
延伸阅读
变形力学问题的滑移线解法变形力学问题的滑移线解法slip line solution in mechanics of deformation线法解析轴对称变形问题也在探索之中。滑移线场标记方法变形体内任取一点尸，如图 1。以滑移线为边界绕P取一曲边正交的单元体，则使 单元体顺时针转动的最大剪应力方向为a线方向;使 体素反时针转动的最大剪应力方向为夕线方向。若abianxing lixue Wenti de huQyixian iiefa线与尹线构成右手坐标系的轴，则代数值最大的主应变形力学问题的滑移线解法(s lin hne solu一力。的作用线通过第1和第3象限。。线各点切线同tion in mechattics of deformation)利用描述所取坐标轴x轴正向夹角为尹。滑移线转角同平均应力变化关系的亨基(H. Hencky)应力方程求解变形力学间题的方法。变形区内任一点处两个最大剪应力相等并互相垂直，连结各点最大剪应力方向的连续曲线为两族正交滑移线，分别称a和]，/B族滑移线。滑移线在塑性区内构成的正交曲线网称户、1，滑移线网;滑移线网所覆盖的区域称滑移线场。由于滑b入八，‘/尹“移线网分布于整个塑性区并一直延伸到变形体边界，\\二十人寸t//故可根据相应边界条件，由亨基应力方程求解变形区乡袱l/V匕/尸飞由杯一占的亩六仆布_八尸冷匕二三已一一一一二一一—-一x滑移线解法创立在20世纪代。19，普./(入入/\/省朗特(L .Prandtl)给出第一个以滑移线场求解变形力//k份件产狱学间题一平冲头压入半无限体的具体方法。卿3/小年，亨基提出了亨基应力方程。1930年，盖林格/(H.Geiringer)提出滑移线场相应速度方程的建立方二，二*、十、、‘，、、，、‘~，‘“‘“少‘产~叫’口1少~~‘，同一~~/J~“J~一/J图1滑移线方向和转角的标记法，从而克服了早期滑移线场只满足应力边界条件，而无法建立满足运动许可条件速度场的困难。其后托姆、二，、，、‘，。二二二六二.、二甘片D儿百思工例戍思叨k--r，不’下思仄胡川山雌’月似J。珊应力莫尔圆与物理平面平面变形塑性区某点尸列诺夫(A.江.ToM月eHoB)等人的著作推进了滑移线理论二、*二二*。.、，二。‘二二、*二，、二，二、。7”峭八、~户川阶JI七”u川寸八““旧’r’民越“旧’少成~卜‘的应力状态可以图2a所示的应力莫尔圆表示，过p的进展。1950年，希尔(R .Hill)等使滑移线理论更系*二、，‘*‘二，二、，。，‘二二一‘、、，、。口”扛仄。工““U甲’布小、加“川/寸仄’日”夕城性卜‘天不点的各特定物理平面如图2b所示。二者的关系为:莫统化并解决不少平面变形的实际间题。
