Bond of Deformed Bars to Concrete: Effects of Specialty Cellulose Fibers

P. Soroushian, S. Ravanbakhsh
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引用次数: 1

Abstract

Processed cellulose fibers provide high levels of elastic modulus, tensile strength, bond strength to concrete, and durability. Their fine diameter also yields a close fiber spacing at relatively low fiber volume fractions, and allows them to establish a strong presence in the interface zones between reinforcing bars and concrete. Specialty cellulose fibers have been recently developed for convenient dispersion into normal concrete mixtures using conventional mixing procedures. This research project investigated the effect to specialty cellulose fibers at volume fractions of about 0.1% on the strength and toughness of bond between deformed bars and concrete. The experimental results were indicative of the effectiveness of specialty cellulose fibers in enhancing bond strength and toughness. The positive impact of specialty cellulose fibers on bond strength was more pronounced as a fiber volume fractions increased to the upper limit of 0.18% considered in this investigation.
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变形钢筋与混凝土的粘结:特种纤维素纤维的作用
加工过的纤维素纤维提供高水平的弹性模量、抗拉强度、与混凝土的粘合强度和耐久性。它们的细直径也在相对较低的纤维体积分数下产生紧密的纤维间距,并允许它们在钢筋和混凝土之间的界面区建立强大的存在。特种纤维素纤维最近被开发出来,便于分散到普通混凝土混合物中,使用传统的搅拌程序。本课题研究了体积分数为0.1%左右的特种纤维素纤维对变形钢筋与混凝土粘结强度和韧性的影响。实验结果表明,特种纤维素纤维在提高粘结强度和韧性方面是有效的。在本研究中,当纤维体积分数增加到0.18%的上限时,特种纤维素纤维对粘结强度的积极影响更为明显。
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