1) 3-D braided steel fiber reinforced concrete
三维编织钢纤维增强渍浆混凝土
1.
A new kind of fiber reinforced concrete,called the 3-D braided steel fiber reinforced concrete(3-D-BSFC) is developed.
三维编织钢纤维增强渍浆混凝土(3-D braided steel fiber reinforced concrete,3-D-BSFC)是用新工艺研制出的一种纤维三维定向增强混凝土。
2) TRC
纤维编织网增强混凝土
1.
Textile Reinforced Concrete (TRC, for short) could make a high effectiveness of the reinforcement for conctete.
纤维编织网增强混凝土(Textile Reinforced Concrete，简称TRC)结构中，纤维编织网的粗纱能沿混凝土中的应力主向布置，大大提高纤维编织网对混凝土的增强效率。
3) Steel fiber reinforced concrete
钢纤维增强混凝土
1.
Steel fiber reinforced concrete(SFRC) can increase the cracking loads and bearing capacity of pile caps,decrease their depth so as to improve their behavior since SFRC has excellent tension strength,anti-shear and-crack behavior.
基于钢纤维增强混凝土(SFRC)具有抗拉、抗剪性能和抗裂性能好等特点,将其应用于桩基厚承台中,能改善承台的受力性能,延缓承台开裂,提高承台的极限承载力,降低承台的厚度。
2.
According to the failure mechanisms of concrete under fatigue loading and the reinforcing mechanism of steel fiber,a nonlinear fatigue equation based on properties of both matrix and interface transition zone was proposed for steel fiber reinforced concrete and used to analyze effects of fiber volume content and aspect ratio on fatigue behavior.
根据混凝土疲劳破坏机制及钢纤维增强机理,建立了基于基体和界面过渡区性质的钢纤维增强混凝土非线性疲劳方程,并应用得到的方程分析了钢纤维长径比和体积掺量的影响。
4) steel fiber reinforced partial concrete
钢纤维增强部分混凝土
1.
Based on the experimental research on steel fiber reinforced partial concrete beams, the effect of steel fiber on the crack resistance capacity is discussed by means of theoretical analysis.
在钢筋钢纤维增强部分混凝土梁试验研究的基础上 ,结合理论分析 ,探讨钢纤维对正截面抗裂的影响 ,研究与普通钢筋混凝土计算理论相衔接的钢筋钢纤维增强部分混凝土梁正截面抗裂的计算方法 ,提出相应的计算公式。
5) fiber reinforced concrete
纤维增强混凝土
1.
Studies on the electrical conductivity of carbon fiber reinforced concrete and its applications;
纤维增强混凝土导电性能的研究与应用
2.
Development of the fiber reinforced concrete and carbon fiber reinforcement technology
纤维增强混凝土与碳纤维加固技术的发展
3.
A determination method of the tensile softening constitutive equation of fiber reinforced concrete by means of three-point bend tests on notched beams is prensented.
本文提出了用带切口梁的三点弯曲试验确定纤维增强混凝土拉伸软化本构方程的方法。
补充资料：碳(石墨)纤维增强体(见碳纤维、石墨纤维)
碳(石墨)纤维增强体(见碳纤维、石墨纤维)
earbon(graPhite)fibrereinforeements
，、、里z耽维增强体earbon(graphi现inforcements用于复合材料中承受负荷，田的磷纤始知五史纤俯亡e)fibre起增强作
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