A variety of factors combine in different pre-set depth and width of cracks or the way of using load to produce cracks, and then test.
结合各种因素预先设置了不同深度和宽度的裂缝或利用加载方式使其产生裂缝，然后进行检测。
Based on an experimental study on 25 FRC beams, variables that affect the width of cracks in steel fiber reinforced high-strength concrete beams under normal service conditions are studied.
通过25根钢筋钢纤维混凝土梁的试验，研究了影响钢纤维高强混凝土梁在正常使用极限状态下裂缝宽度的各种因素。
The reason of wall cracks is analyzed, the standard problems of crack width are stated and the preventive methods and measures in the design and construction are presented for reference.
本文分析了墙体裂缝的产生原因，阐述了裂缝宽度的标准问题，并提出了在设计、施工中相应采取的防治方法和措施，供大家参考。
However, the evaluating results of statistical method are the static results reflecting the present conditions of CRCP crack width, and influenced remarkably by the individual wider cracks.
而统计方法的评价结果受个别较宽裂缝的影响较大，且为静态结果，只能反映CRCP裂缝宽度的现时状况。
By the analysis of average crack spacing, the maximum cracks width, crack height of the reinforced beams. derived a maximum crack width formula for the reinforced beam.
通过对加固梁平均裂缝间距、最大裂缝宽度、裂缝高度等的分析，推导出了加固梁最大裂缝宽度计算公式。
Based on the standard computation formula of cracks, the maximum crack width of RC member with 0.8% steel fiber (by volume) is about 32% lower than that of RC member.
经过计算，纤维体积率为0.8%的钢纤维混凝土能使混凝土结构裂缝的最大宽度降低32%。
The result indicates that the expansion and the width change of cracks are affected by hydraulic pressure and solution.
由模拟结果分析得出，岩盐水压致裂溶解过程裂缝的扩张以及裂缝宽度的变化受水压和溶解双重因素的影响。
The result indicates that the expansion and the width change of cracks are affected by hydraulic pressure and solution.
由模拟结果分析得出，岩盐水压致裂溶解过程裂缝的扩张以及裂缝宽度的变化受水压和溶解双重因素的影响。
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