Flexural behavior and durability of reinforced concrete beams with seawater, sulfate-resistant cement, and glass fiber-reinforced polymer reinforcement

Seawater has recently been proposed for concrete manufacturing as a sustainable alternative to fresh water. However, seawater degrades the concrete properties at later ages. Accordingly, this study experimentally and analytically investigated the flexural behavior and durability of 9 concrete beams reinforced with glass fiber-reinforced polymer (GFRP) reinforcement and made with 3 seawater replacement ratios (0 %, 50 %, and 100 %), 2 types of cement (ordinary Portlandite and sulfate-resistant cement), and 2 types of curing water (fresh water and seawater). The beams were prepared with dimensions of 200 × 500 × 2200 mm and tested after exposure to seawater for 6 months. The results demonstrated that incorporating seawater and sulfate-resistant cement simultaneously improved the 28-day mechanical properties of concrete by about 16 % compared to those made entirely with fresh water. Likewise, beams made with 100 % seawater and sulfate-resistant cement recorded an improvement of 23 % in the load-carrying capacity and 80 % in the energy absorption compared to beams with fresh water. In addition, the beams made with seawater and sulfate-resistant cement showed no difference in the failure mode and flexural properties after conditioning in seawater for 180 days as compared to the reference beam. Analytically, ACI 440.11–22 achieved the best moment capacity prediction of the tested beams with an average, standard deviation, and coefficient of variance of experimental-to-predicted moment ratios of 1.26, 0.11, and 8.75 %, respectively. • Investigates the use of seawater in sulfate-resistant concrete reinforced with GFRP. • Assesses the flexural behavior of beams under various loading conditions. • Demonstrates improved durability using GFRP reinforcement in marine environments. • Presents a sustainable solution for reinforced concrete structures using non-corrosive materials. • Provides insights into the practical applications of GFRP-reinforced beams in coastal areas.

Authors

Institutions

Publication Details

Journal
Engineering Structures
Published
2025-03-30
DOI
https://doi.org/10.1016/j.engstruct.2025.120204
Citations
3
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
2.86
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Flexural behavior and durability of reinforced concrete beams with seawater, sulfate-resistant cement, and glass fiber-reinforced polymer reinforcement

Usama Ebead, Magdy Genedy, Abdelrahman Abushanab, Nehal M. Ayash et al.
3 citations
Engineering Structures
Innovative concrete reinforcement materials
2.86
article

Flexural behavior and durability of reinforced concrete beams with seawater, sulfate-resistant cement, and glass fiber-reinforced polymer reinforcement

Usama Ebead, Magdy Genedy, Abdelrahman Abushanab, Nehal M. Ayash, Sami Akil Fawzy
article en
3 citations

Abstract

Seawater has recently been proposed for concrete manufacturing as a sustainable alternative to fresh water. However, seawater degrades the concrete properties at later ages. Accordingly, this study experimentally and analytically investigated the flexural behavior and durability of 9 concrete beams reinforced with glass fiber-reinforced polymer (GFRP) reinforcement and made with 3 seawater replacement ratios (0 %, 50 %, and 100 %), 2 types of cement (ordinary Portlandite and sulfate-resistant cement), and 2 types of curing water (fresh water and seawater). The beams were prepared with dimensions of 200 × 500 × 2200 mm and tested after exposure to seawater for 6 months. The results demonstrated that incorporating seawater and sulfate-resistant cement simultaneously improved the 28-day mechanical properties of concrete by about 16 % compared to those made entirely with fresh water. Likewise, beams made with 100 % seawater and sulfate-resistant cement recorded an improvement of 23 % in the load-carrying capacity and 80 % in the energy absorption compared to beams with fresh water. In addition, the beams made with seawater and sulfate-resistant cement showed no difference in the failure mode and flexural properties after conditioning in seawater for 180 days as compared to the reference beam. Analytically, ACI 440.11–22 achieved the best moment capacity prediction of the tested beams with an average, standard deviation, and coefficient of variance of experimental-to-predicted moment ratios of 1.26, 0.11, and 8.75 %, respectively. • Investigates the use of seawater in sulfate-resistant concrete reinforced with GFRP. • Assesses the flexural behavior of beams under various loading conditions. • Demonstrates improved durability using GFRP reinforcement in marine environments. • Presents a sustainable solution for reinforced concrete structures using non-corrosive materials. • Provides insights into the practical applications of GFRP-reinforced beams in coastal areas.

Engineering StructuresVol. 333
High Institute for Management Sciences (EG), Cairo Higher Institute (EG), Social Work Institute in Cairo (EG), Qatar University (QA), Helwan University (EG)
Life below water
Openalex Percentile: Top 11%
Innovative concrete reinforcement materials
2.86
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.