1) carbon fiber laminate(CFL)
碳纤维薄板(CFL)
2) Carbon fiber laminate
碳纤维薄板
1.
The fatigue properties of reinforced concrete (RC) beam strengthened with Carbon fiber laminate (CFL) under constant amplitude load were probed by three bending experiments.
以碳纤维薄板增强钢筋混凝土梁为研究对象 ,通过对常幅循环载荷作用下增强梁的弯曲试验研究 ,揭示其疲劳破坏机理 ,建立描述构件损伤、断裂过程的结构损伤累积模型。
2.
The fatigue behavior and failure modes of RC beams strengthened with carbon fiber laminates(CFL) under cyclic loading are studied by using an accumulative fatigue damage model based on fatigue experiments.
通过建立循环载荷下碳纤维薄板(CFL)增强RC梁的累积损伤模型,并与增强梁的疲劳试验结果进行对比,研究增强构件的疲劳性能和损伤、破坏过程。
3.
Fatigue tests for 23 RC beams(1850mm×100mm×200mm) strengthened with carbon fiber laminates(CFLs) under the bending loads divided to 5 groups were carried out.
在对5组23根碳纤维薄板(CFL)增强RC梁(1 850mm×100mm×200mm)进行常幅弯曲疲劳试验的基础上,探讨了增强梁的跨中挠度、载荷循环次数、载荷等级以及疲劳寿命等变量之间的关系,得到了一组相应的线性关系式。
3) carbon fiber laminate(CFL)
碳纤维薄板
1.
The fatigue life of the reinforced concrete(RC) beams strengthened with carbon fiber laminate(CFL) was influenced by the properties of the RC beam,the strengthening materials and the loading conditions,etc.
在碳纤维薄板(CFL)增强RC梁中,加固后构件的疲劳寿命受到被加固结构本身性能、加固材料性能以及荷载水平等因素的影响,加固效果具有明显的非线性,加固后疲劳寿命难以显式表达。
2.
Vertical flex sew,rigidity link and carbon fiber laminate(CFL) link schemes were discussed.
讨论了桥梁拼接技术中伸缩缝连接、刚性连接和碳纤维薄板(CFL)连接3种方案。
3.
The technique of strengthening RC beams with Carbon Fiber Laminate(CFL) has been widely applied in bridge repairing engineering.
碳纤维薄板(CFL)加固RC梁技术已成功地应用于桥梁工程。
4) carbon fiber sheet
碳纤维薄板
1.
By taking reinforced concrete beams strengthened with carbon fiber sheet under the 3-point bending conditions as the objects, the three typical failure modes occur as the increasing length of carbon fiber sheet.
根据碳纤维薄板增强钢筋混凝土三点弯曲梁随着纤维薄板粘贴长度的增大出现三种典型的破坏形式 ,建立了增强梁的抗弯力学分析模型 ,提出了不同破坏形式时增强梁承载力的理论计算方法 。
2.
The strength character is researched by 3-point bending experiments of reinforced concrete beams strengthened with continuous carbon fiber sheet with different parameters of carbon fiber sheet length, V-notch height of beams and ration of reinforcing steel bars.
通过碳纤维薄板加固补强钢筋砼梁的抗弯试验,采用改变碳纤维薄板粘贴长度、梁的缺口高度和配筋率等参数,对加固梁的强度性能进行了较系统的试验研究,并初步分析了界面的剥离失效机理。
5) carbon fiber-sheet
碳纤维薄板
1.
The bending stiffness of the strengthened reintorced concrete (RC) beam with carbon fiber-sheet was discussed using theory analysis and experiment research method, based on some works carried out by previous researchers.
在以往研究工作的基础上,采用理论分析与实验研究相结合的方法,对碳纤维薄板增强钢筋混凝土梁的抗弯刚度变化进行了定量探讨。
2.
Experimental study on cracking forms of RC beams strengthened by carbon fiber-sheet;
采用实验研究的方法,对碳纤维薄板增强钢筋混凝土三点弯曲缺口梁和无缺口梁的开裂性状及破坏规律进行探讨,分析其影响因子。
补充资料：聚丙烯腈碳纤维增强体(见聚丙烯腈碳纤维)
聚丙烯腈碳纤维增强体(见聚丙烯腈碳纤维)
carbon fibre reinforcements made of polyacrylonitrile
佩八饰”.限沂维用通体carbon fibre reinforce.ments made of polyaerylonitrile以聚丙烯睛纤维为原料制成的、角于复合材料中起承载增强作用和改善性能的碳纤维(见朵丙烯睛碳纤维).
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