摘要
本文针对碳纤维复合材料棒材（C－BAR）增强混凝土纯弯曲梁的裂缝及挠度等问题，通过对试件试验结果的分析和对比，给出了C－BAR增强混凝土受弯构件的平均裂缝间距、最大裂缝宽度和跨中最大挠度的计算公式，为工程设计和试验结果的预报提供了必要的手段。
Calculation formulae for average cracks distance,maximum crack width and maximum crack width and maximum deflectionfor C-Bar reinforced conerete component under flexural load are given in this paper through analysis andcomparison of experimental results on the lbasis of the problems such as cracks and deflection of carbon fiberreinforced concrete flexured beams, these formulae offer methods for methods for prediction ofexperimental results.
出处
《纤维复合材料》
CAS
1998年第4期27-30,共4页
Fiber Composites
