Theses and Dissertations
Issuing Body
Mississippi State University
Advisor
Eamon, Christopher D.
Committee Member
Woodson, Stanley C.
Committee Member
Slawson, Thomas R.
Date of Degree
12-15-2007
Document Type
Graduate Thesis - Open Access
Major
Civil Engineering
Degree Name
Master of Science
College
James Worth Bagley College of Engineering
Department
Department of Civil and Environmental Engineering
Abstract
This research was conducted to characterize the flexural and tensile characteristics of thin, very high-strength, discontinuously reinforced concrete panels developed by the U.S. Army Engineer Research and Development Center. Panels were produced from a unique blend of cementitous material and fiberglass reinforcing fibers, achieving compressive strength and fracture toughness levels that far exceeded that of typical concrete.The research program included third-point flexural experiments, novel direct tension experiments, implementation of micromechanically based analytical models, and development of finite element numerical models. The experimental, analytical, and numerical efforts were used conjunctively to determine parameters such as elastic modulus, first-crack strength, post-crack modulus and fiber/matrix interfacial bond strength. Furthermore, analytical and numerical models implemented in the work showed potential for use as design tools in future engineered material improvements.
URI
https://hdl.handle.net/11668/17427
Recommended Citation
Roth, Michael Jason, "Flexural And Tensile Properties Of Thin, Very High-Strength, Fiber-Reinforced Concrete Panels" (2007). Theses and Dissertations. 2310.
https://scholarsjunction.msstate.edu/td/2310