Use of Coconut Husk Fiber for Improved Compressive and Flexural Strength of Concrete
Abstract— Rapid crack propagation, brittle mode of failure and increased overload are common in concrete structures due to the low tensile strength of concrete. Although conventional steel reinforced concrete is the most popular method developed to reduce such problems, it is rather becoming expensive in terms of its costs and sustainability issues. Because of the huge capital investment to...
Published at International Journal of Scientific & Engineering Research
Volume 6
Issue 2
Pages 968-974
Published in 2015
1Anthony Nkem Ede and 2Joshua Olaoluwa Agbede
Ede Anthony N. » Anthony N. Ede, PhD, is a Covenant University Associate Professor of Structures and Materials. Immediate past Head of Department (2017-2019). Has been the College of Engineering Examination Officer from 2014-2017. Dr. Ede has a Laurea (combined BSc and MSC) in Civil Engineering with specialization in Structures from the “Alma Mater Studiorum” University of Bologna, Italy, in 2001. He... view full profile