1) 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
2) four point bending strength
四点抗弯强度
1.
The effect of brazing alloy thickness and brazing temperatures on the joint microstructurs and four point bending strength was studied.
采用一种钴基高温活性钎料钎焊SiC陶瓷,研究了钎料厚度、钎焊温度对接头组织,特别是界面反应区组织以及接头室温四点抗弯强度的影响。
3) four point bending
四点弯曲
1.
Interracial fracture properties of the stainless steel and aluminum bimetal are analyzed with the method of four point bending test,and the interface crack and the interface fracture structure are analyzed with SEM.
采用四点弯曲的试验研究方法,对爆炸焊接不锈钢-铝复层材料界面断裂性能进行了研究,采用扫描电子显微镜对界面裂纹与断口形貌进行观察分析。
2.
A new method for elastic modulus measurement of thin films—four point bending method is presented in this paper.
提出了一种新的薄膜弹性模量测定方法──四点弯曲法 。
4) four-point bending
四点弯曲
1.
With the aid of the analytical methods of composite mechanics,a layered shear-lag model is established to investigate the multiple cracking of reinforced concrete(RC) beam reinforced with carbon fiber sheets under four-point bending.
借鉴复合材料力学的分析方法,建立一种分层剪滞模型,研究了碳纤维片材加固钢筋混凝土梁在四点弯曲载荷作用下的多重开裂破坏,求得了梁纯弯段下部钢筋保护层中的最大裂缝宽度和裂缝密度与施加载荷和碳纤维片材的粘贴层数之间的定量关系,计算结果与现有实验值较吻合。
2.
Based on the study method for mechanics of composite materials,a layering model is established for the redistribution of the stress of reinforced concrete beam strengthened by unidirectional aramid fiber sheet with crack under four-point bending load,and then the distributions of stress and displacement of all the sub-layers are obtained.
借鉴复合材料力学的研究方法,对四点弯曲荷载作用下含裂缝的单向芳纶纤维片材加固钢筋混凝土梁的应力重新分布建立一种分层模型,从而获得了各子层的应力或位移分布。
3.
In order to solve these problems,a four-point bending fatigue test system Cooper NU-14 was used to evaluate the fatigue performance of asphalt mixtures.
鉴于其在加载方式与路面实际受力状态方面存在较大差别、实际开裂模式与理论开裂位置经常不一致,笔者尝试使用一种四点弯曲疲劳试验系统(即Cooper NU-14试验系统)评价沥青混合料的疲劳性能。
5) 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。
6) 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
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