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1)  Hole fracture width prediction
井下裂缝宽度预测
2)  weld width prediction
焊缝宽度预测
1.
The method of weld width prediction based on artificial neural network(ANN) was studied,and the weld quality could be estimated by it.
首先对焊接质量检测系统的一些相关问题进行了研究,考虑了弧焊特性的提取、焊接质量的预报以及人工神经网络模型(ANN)的应用,设计了一个基于人工神经网络的焊接质量检测系统,给出系统的组成结构,ANN被用于预测焊缝宽度,建立了焊缝宽度预测的人工神经网络模型。
3)  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。
4)  crack width
裂缝宽度
1.
Experimental research on crack width of retard-bonded partially prestressed concrete beams with mixed reinforcement;
缓粘结混合配筋预应力混凝土梁裂缝宽度的试验研究
2.
Calculation of the crack width of bending RC member;
钢筋混凝土受弯构件裂缝宽度的计算
3.
Experimental study on crack width of reinforced concrete members with round section;
圆形截面钢筋混凝土构件裂缝宽度试验研究
5)  width of cracks
裂缝宽度
1.
The experimental results show that the rehabilitation can effectively reduce the width of cracks and make the cracking time advancing.
结果表明,采用该材料加固梁,可有效降低梁裂缝宽度,并延迟裂缝的出现。
6)  cracking width
裂缝宽度
1.
For the penstocks with inner steel liner and outer reinforced concrete ,their calculating crack widths using existing calculating formulas are compared with the experimental ones which are combined with Three Georges large-sized structure model tests, and we give some opinions for future cracking width.
钢衬钢筋混凝土压力管道应用于大型水电站中,一般在设计时都允许混凝土出现裂缝,但对裂缝宽度进行了限制,而实际工程实测值往往超过计算值。
2.
The formula is developed for the calculation of the cracking width and suggestions are put forward for calculating the average width of cracking.
对静载作用下的高强钢筋混凝土梁进行试验研究,提出了平均裂缝间距以及裂缝宽度计算公式的改进建议。
3.
The paper also develops the formulae for the calculation of the cracking width,and suggests how to calculate the average distance of cracking.
对静载作用下的高强钢筋混凝土梁与普通钢筋混凝土梁进行了对比试验研究,验证了高强钢筋混凝土梁能够更好满足正常使用极限状态要求,并将高强钢筋混凝土最大裂缝宽度计算公式进行改进,对平均裂缝间距计算提出了新的建议。
补充资料:发育进度预测法(见发生期预测)


发育进度预测法(见发生期预测)


  发育进度预测法见发生期预测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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