受拉破坏的英文
fail in tension
tensile failure
tension failure
例句与用法
更多例句： 下一页- The acoustic emission experiments of concrete under uniaxial tension loading in whole process are conducted arid the stochastic modeling theory is introduced to determine the random field distribution parameters of the limit fracture strain of the mesoscopic damage elements
利用混凝土单轴受拉破坏全过程的声发射实验数据，引入随机建模理论，确立了细观损伤单元的极限破坏应变随机场分布参数。 - Then a dynamic visualization software - - afterdraw , which aims at 2d elastic - plastic fem , is programmed . afterdraw is capable of drawing the deformation figures of material , the regions of plasticity and the regions of tension distributing figures , primary stress vector figures and primary strain vector figures . besides , atterdraw could realistically dynamically simulate the deformation of the whole process of construction
在此基础上，研究了针对二维弹塑性有限元的动态可视化后处理软件afterdraw ， afterdraw能够绘制基坑工程各步施工的结构变形图、塑性区和受拉破坏区分布图、主应力矢量图和位移矢量图， afterdraw还能够逼真地动念模拟基坑工程整个施工过程变形情况。 - Regarding the rc beams subjected to concentrated load or even load and braced by bonding steel , an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet . the analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet . as indicated by the results , the maximum anchorage shear stress not only realtes to such parameters as height of cross section of rc beam and span but also relates to the thickness of adhesive layer , elastic modulus , thickness of steel sheet , and length of steel sheet . the present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent rc beam from local damage . the present results will offer important reference for our country to further perfect bracing design by bonding steel method
在弹性理论的基础上，利用钢板锚固剪应力计算公式，对在集中荷载或均布荷载作用下采用粘钢加固的混凝土梁，分析钢板锚固最大剪应力的有关影响因数.结果表明，最大锚固剪应力不但和混凝土梁的截面高度、跨度等参数有关，还和粘胶层厚度、弹性模量、钢板厚度及钢板长度有关.采用文中方法可以对钢板端部最大锚固剪应力进行验算，防止混凝土梁出现局部受拉破坏.研究结果为进一步完善我国粘钢法加固设计提供重要的参考资料 - In terms of strength and ductility , the concept of specified yield point is put forward . based on the principle that under the same condition ( that is , the size of cross section , material strength and reinforcement ratio are identical ) , the resultant ultimate moment must be identical , the compression failure of frp reinforced concrete beam is equal to the tension failure for the viewpoint of design and calculation
从强度与延性两方面的综合考虑，提出了纤维增强塑料筋名义屈服点的概念，对发生受压破坏的纤维增强塑料筋混凝土梁，按照同样条件下(截面尺寸、材料强度、截面配筋率等均相同)截面承载力相等的原则等效转化为受拉破坏进行设计与计算，以此确定纤维增强塑料筋的强度折减系数_ f 。 - Research work described in this dissertation consists of four parts : application of finite element methods ( fem ) in the study of pull out tests of single fiber reinforced composites ( sfrc ) , fem study of fragmentation tests for single fiber reinforced composites , monte carlo simulation of fragmentation tests for single fiber reinforced composites , and a simulation of impact failure behaviors of fiber composites with a mesh free method - the sph method
全文论述从四个方面展开的工作：单纤维复合材料抽拔试验的有限元数值模拟，单纤维复合材料逐节断裂试验的有限元数值模拟，蒙特卡罗方法模拟单纤维复合材料受拉破坏过程，无网格sph算法在复合材料受冲击破坏过程中的v _ ( 50 )数值模拟。
