拉拔力的英文
drawing force
drawing load
pull out force
pulling capacity
- 拉拔: draft; drawing
- 拉拔力试验: pull-out test
- 失步试验 拉拔力试验 牵出试验: pull-outtest
例句与用法
- Numerical study of the influence factors of anchorage under tension
锚杆拉拔力影响因素的数值试验研究 - Roofing . fasteners . determination of the characteristic resistance of the assembly . test method to determine the pull - out load of fixings out of insulating material or sealing coating from the frame
屋面.紧固件.组件抗性的测定.测定嵌固件从框架绝缘材料或密封涂层拉拔力载荷的试验方法 - The main conclusions are remarked as follows : ( a ) the theory formula between the ultimate tensile force and interface cohesive intensity has been established . according to ultimate tensile force from in - site measure , the scientific interface cohesive intensity parameter has been achieved , then , the numerical analysis of the tension - draw test has been made
主要研究成果： 1 、从理论上建立拉拔试验中“极限拉拔力”和“界面粘结强度”的关系，再借助现场实测的极限拉拔荷载，获取钉土界面的合理粘结强度参数，对拉拔试验进行数值仿真分析，验证了仿真模型中界面单元的可靠性和精度，并标定了数值试验中土钉的破坏模态。 - Based on the pull - out tests data between geogrids and expansive soil / sands arranged by the orthogonal table l9 ( 34 ) , the following conclusions are reached : 1 ) the displacement - properties of pullout tests depend on the pullout speed . the law of factors " affecting degree , which influences the parameters between geogrids and soils in the pulling - out procedure , is obtained . with the concept of " equivalent pull - out displacement ( x ) " brought forward , the whole process of pull out tests is divided into two process - " main process ( when x 1 . 0 ) " and " residual process ( when x 1 . 0 ) " , and three stages - static friction resistance stage , slip friction resistance stage , and residual friction resistance stage
基于正交设计表l9 ( 3 ~ 4 )分别安排了影响因素与土工格栅膨胀土或砂土界面相互作用参数的拉拔试验数据，获悉： 1 )拉拔试验位移特性主要取决于影响因素中拉拔速率；通过分析并获取影响因素对筋土界面相互作用参数的影响程度及其在拉拔试验过程中的变化规律，提出了当量拉拔位移( x )的概念，并据此将拉拔试验全过程划分成“主过程( x 1 . 0 ) ”和“残余过程( x 1 . 0 ) ” ；且将影响因素对拉拔力或摩擦阻力系数的影响程度分成三阶段(静摩擦阻力阶段、滑动摩擦阻力阶段，残余摩擦阻力阶段) ； 2 )不同(规范)定义的筋土界面摩擦阻力系数数值相差较大，但影响因素对摩擦阻力系数影响程度及其变化规律不会因不同(规范)定义而受到影响。
