1) connection width
接缝宽度
1.
It concludes that degeneration rate (DR) of concrete strength in connection decreases with connection width, but the DR of connecting rod strength involves only shear-friction coefficient, the DR of connection strengt.
为了了解PRC结构竖缝的抗震性能,并进行合理的设计,以试验结果及理论分析为基础,对竖缝在反复荷载作用下强度和刚度的退化进行分析,认为接缝混凝土强度的退化率随接缝宽度的增大而减小;接合筋强度退化率仅与剪切摩擦系数有关;接缝强度的退化率随接缝宽度增大而减小,与接合筋的关系呈非线性;接缝刚度退化率随缝宽增大而减小,与接合筋关系不大。
2.
Conclusions are that the shear resistance of vertical connection increases with connecting rods,but which does not change with connection width,and which decreases under repeated loading.
认为竖缝最大承载力随接合筋直径的增大而增大,与接缝宽度几乎没有关系;反复荷载作用下,竖缝抗剪能力降低。
3.
It is to be considered with the connection width and the reinforcement ratio.
旨在建立装配式钢筋混凝土(PBP)结构竖向齿槽接缝考虑接缝宽度及接缝配筋率变化的抗剪承载力计算公式和验算公式。
2) change of joint width
接缝宽度变化
1.
Standards from different countries adopt different failure mechanisms and do not take consideration of change of joint width in calculating shear strength in the vertical joint.
各国规范对其强度计算采用不同的破坏机理且不考虑接缝宽度变化的影响。
3) bed and joint width
层间接缝宽度
4) extended joints
扩宽接缝
5) cutting seam width of pipe
切缝宽度
1.
Effect of decouple coefficient, cutting seam width of pipe and material properties of pipe for rock damnification is tested and analysed.
介绍了岩石切缝药包爆破的作用原理,试验和分析了不偶合系数、切缝管切缝宽度、切缝管材质等有关参数对岩石断裂控制爆破的影响。
6) fracture width
裂缝宽度
1.
The essence of stress sensitivity of fractured reservoir is that the continuously increasing effective stress declines the permeability of reservoir by reducing fracture width.
裂缝性储层应力敏感性本质是有效应力增加不断压缩裂缝空间导致了储层渗流能力减弱,因此,裂缝宽度应力敏感性与渗透率应力敏感性研究同等重要。
2.
On the basis of simplifying well logging interpreting model, formula is derived for determining equivalent fracture width by using dual laterolog data, application conditions for the formula are studied.
并将其结论同裂缝性储层双侧向测井的物理模型和数值模型的模拟响应结果相比较 ,指出了当前国内外普遍使用的计算裂缝宽度的“Sibbit”公式中的一个错
3.
The finite element analysis and experimental means were employed to investigate the influence of pre fracture width on the stress intensifying factors.
通过试验分析和有限元数值计算 ,研究了试件的裂缝宽度对应力强度因子的影响 ,给出了确定无因次应力强度因子与裂尖半径关系的数值方法 ,弥补了解析方法中裂缝零宽度假设的不足。
补充资料：变形接缝
分子式：
CAS号：
性质：又称变形接缝。在房屋、桥梁、隧道、水库等建筑工程及其管道中因温度变化等原因造成变形的接缝。通常采用室温硫化硅橡胶胶黏剂、聚氨酯弹性体胶黏剂、液体聚硫橡胶胶黏剂等自身具有良好弹性的胶黏剂进行胶接密封。
CAS号：
性质：又称变形接缝。在房屋、桥梁、隧道、水库等建筑工程及其管道中因温度变化等原因造成变形的接缝。通常采用室温硫化硅橡胶胶黏剂、聚氨酯弹性体胶黏剂、液体聚硫橡胶胶黏剂等自身具有良好弹性的胶黏剂进行胶接密封。
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