1) three-point bend
三点抗弯
1.
The practical bonding property of the interface and the bending resistance were demonstrated using three-point bending tests carried out with the prepared aluminum alloy foam sandwich panel.
通过对制备出的泡沫铝三明治进行三点抗弯实验验证界面的结合性和整体的抗弯性。
2) moment connections
抗弯节点
1.
Seismic performance of moment connections between cold-formed steel sections;
冷弯型钢抗弯节点抗震性能的试验研究
3) four-point flexure resistance performance
四点抗弯
1.
Experimental research on four-point flexure resistance performance of textile-reinforced concrete sheet
织物增强混凝土薄板四点抗弯性能试验
4) three-point bending
三点弯曲
1.
Experimental study of crack opening compliance of a three-point bending beam;
三点弯曲裂纹张开柔度的实验研究
2.
Deformation of sandwich beams with spherical pore Al alloy foam core in three-point bending;
球形孔泡沫铝合金三明治梁的三点弯曲变形
3.
Deformation of sandwich beams with Al foam cores in three-point bending;
泡沫铝层合梁的三点弯曲变形
5) three point bending
三点弯曲
1.
The clad material of stainless steel and aluminum alloy is fabricated by semi solid joining method,according with ASTM-E813,three point bending test is carried out,and the fracture behavior of bonding interface is studied with FEM and theory analysis.
研究结果表明:采用三点弯曲实验方法,可以显著降低界面裂纹尖端的复杂应力水平;半固态连接不锈钢-半固态铝合金界面断裂为典型的脆性断裂,界面临界断裂韧性略低于基体铝合金的断裂韧性。
2.
According to three point bending test, the complete processes from the initiation and propagation of micro cracks to the macroscopic failure of the concrete specimen and mortar specimen are simulated through RFPA 2D (Rock Material Failure Process Analysis) Code.
根据混凝土试样三点弯曲试验 ,利用RFPA2D数值模拟系统对砂浆和混凝土三点弯曲试样中预制裂纹的扩展直至试样宏观破裂的整个过程进行了模拟分析 ,指出了混凝土组成材料的非均匀性对裂纹扩展路径的影响。
3.
Stress and energy absorption indexes for rat femurs were measured with the method of three point bending.
对 Na F染毒后再行给药的大白鼠股骨利用三点弯曲强度测试方法进行应力、能量吸收等指标的测试 ;对按不同剂量给药后的大白鼠股骨的强度、能量吸收等指标进行比较和分析 ,据此对氟康宁胶囊、骨苓丸的疗效进行实测分析。
6) three-point bending beam
三点弯梁
1.
The present tensile strain localization zone, whose thickness depends on characteristic length of quasi-brittle materials, is substituted for the previous crack band in three-point bending beam.
以拉应变局部化区域代替裂纹带,在三点弯梁裂纹带(具有一定尺寸的带宽由特征长度确定)内部存在着不均匀分布的拉应变,这与实验结果相符。
2.
This integration scheme is used in an XFEM analysis to model the fracture of a three-point bending beam using the cohesive crack model.
利用基于该积分方案的扩展有限元程序,结合粘聚裂纹模型实现了对三点弯梁开裂过程的模拟。
补充资料：抗弯强度
分子式：
分子量：
CAS号：
性质：见弯曲强度。
分子量：
CAS号：
性质：见弯曲强度。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条