Design and Detailing of Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams According to ACI CODE-440.11-22 (Record no. 814270)

MARC details
000 -LEADER
fixed length control field 02030aab a2200217 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 231009b20232023|||br||| |||| 00| 0 eng d
022 ## - INTERNATIONAL STANDARD SERIAL NUMBER
International Standard Serial Number 0889-3241
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Hussain, Zahid
9 (RLIN) 141928
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Nanni, Antonio
9 (RLIN) 63012
245 ## - TITLE STATEMENT
Title Design and Detailing of Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams According to ACI CODE-440.11-22
300 ## - PHYSICAL DESCRIPTION
Extent 179-190 p.
520 ## - SUMMARY, ETC.
Summary, etc. This paper aims to analyze practical considerations in the design of glass fiber-reinforced polymer-reinforced concrete (GFRPRC) beams based on the newly adopted ACI CODE-440.11-22, addressing strength, serviceability, and detailing criteria. A beam example was taken from the ACI Reinforced Concrete Design Handbook and redesigned using GFRP bars and stirrups to analyze the effect of changing the reinforcement type. In the first phase, the beam was designed as an over-reinforced member with high-modulus (Ef = 60,000 MPa) and low-modulus (Ef = 44,815 MPa) GFRP bars. In the second phase, a parametric study was carried out to analyze the impact of changing key design parameters—namely, bond factor kb, concrete compressive strength fc′, and the maximum deflection limit. GFRP-RC beams require more reinforcement area compared to conventional steel-RC, which may result in bar congestion. Current Code provisions related to detailing in particular are based on conservative assumptions due to a lack of experimentation and greatly penalize the design of GFRP-RC beams. The current Code provisions for development length, bar spacing, skin reinforcement, and stress at service make GFRP-RC design challenging.
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Building Code
9 (RLIN) 878494
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Detailing
9 (RLIN) 170771
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Glass Fiber-Reinforced Polymer (GFRP) Reinforcement
9 (RLIN) 878617
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced Concrete (RC) Beams
9 (RLIN) 878618
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Serviceability
9 (RLIN) 170256
773 0# - HOST ITEM ENTRY
International Standard Serial Number 08893241
Title ACI Structural Journal
Place, publisher, and date of publication Farmington Hills,MI, U.S.A : American Concrete Institute
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="DOI:10.14359/51738744">DOI:10.14359/51738744</a>
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Suppress in OPAC No
Koha item type Articles
-- 14993
-- Mr. Muhammad Rafique Al Haj Rajab Ali (Late)
Holdings
Not for loan Home library Serial Enumeration / chronology Total Checkouts Date last seen Koha item type
  Periodical Section Vol. 120, No.4 (July 2023)   09/10/2023 Articles