| 1. | The loading capacity of three point bending beam with the resistant force of cohesive crack
黏聚裂纹阻抗的弯曲梁承载力 |
| 2. | Bbr bitumen and bituminous binders - determination of the flexural creep stiffness - bending beam rheometer
沥青和沥青粘合剂.挠曲蠕变刚性的测定.弯曲梁粘质流速计 |
| 3. | A research of the crack propagation of concrete non - standard three - point bending beam by photo - elastic method
光弹性贴片法研究混凝土非标准三点弯曲梁裂缝扩展过程 |
| 4. | Bbr bitumen and bituminous binders - determination of the flexural creep stiffness - bending beam rheometer
沥青和沥青粘合剂.挠曲蠕变刚性的测定.弯曲梁粘质流速计 |
| 5. | Standard test method for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer
使用弯曲束状流变仪的沥青粘结剂的柔性蠕变硬度测定的标准试验方法 |
| 6. | Bitumen and bituminous binders - determination of the flexural creep stiffness - bending beam rheometer ; german version en 14771 : 2005
沥青和沥青粘合剂.挠曲蠕变刚性的测定.抗弯梁粘质流 |
| 7. | Hi this paper , concrete specimen of the same composite in shape of three - point - bend beam and wedge splitting specimen are tried out to ascertain the influence of specimen shape upon the fracture parameters
本文采用相同组分的混凝土材料以三点弯曲梁tpb和楔入劈拉试件ws作为比较对象验证了试件形状对断裂参数的影响。 |
| 8. | Subsequently , two kinds of basal movable element models actuated by sma are studied , they are bidirectional bending beam element which can yield bending deflection , and linear actuating element with linear displacement output
研究了两类基本的sma驱动单元模型：具有弯曲变形输出的双向弯曲梁单元和具有直线性位移输出的轴向伸缩单元。 |
| 9. | Then the penalty finite element formula can be derived through galerkin weighted residual method . to test the model , the paper calculate a cantilever sample and a four point bending beam under near static load and sinusoidal load
针对浸泡在液体中的悬臂梁试件和四点弯曲试件，计算了在受跃阶载荷和正弦载荷作用时的变形、流动以及流动电场分布。 |
| 10. | Moreover , aspherical surface error in sagittal plane was found , and bended beam ’ s radius r , position s of concentrated load p and length l of arc which were suited for aspherical figure accuracy of both tangential plane and sagittal plane were given
此外,本文对有限元法分析过程也进行了简要说明,并用有限元软件patran / nastran对上述曲梁的计算进行了复核。 |
