Design, Fabrication, and Construction of Static-Cast Concrete Poles Reinforced with GFRP

Author:

Henin Eliya1,Morcous George2,Tadros Maher K.3

Affiliation:

1. Assistant Professor, Civil Engineering Dept., Assiut Univ., Assiut 71515, Arab Republic of Egypt; Senior Design Engineer, OPPD-USA, 15964 S St. Omaha, NE 68135 (corresponding author).

2. Professor, Durham School of Architectural Engineering and Construction, College of Engineering, Univ. of Nebraska-Lincoln, 1110 South 67th St., Omaha, NE 68182-0571.

3. Principal, e-construct LLC, 11823 Arbor St., Suite 200, Omaha, NE 68144.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. ACI (American Concrete Institute). (2011). Building code requirements for structural concrete and commentary Farmington Hills MI.

2. ACI (American Concrete Institute) Committee. (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R Farmington Hills MI.

3. ANSI (American National Standards Institute). (2008). “American national standards for wood poles and wood products.” ANSI O5.1 Specifications & Dimensions New York.

4. Centrifugally-cast concrete posts;Barbosa P.;Concr. Int.,2006

5. Carvalho C. (2007). “Static-cast concrete poles with non-metallic reinforcement.” M.Sc. thesis Univ. of Nebraska Lincoln NE.

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