Transverse Shear Capacity Predictions of GFRP Bars Subjected to Accelerated Aging Using Artificial Neural Networks

Author:

Fasil Mohammed1ORCID,Al-Zahrani Mesfer M.2ORCID

Affiliation:

1. Ph.D. Student, Civil and Environmental Engineering Dept., College of Design and Built Environment (CDBE), King Fahd Univ. of Petroleum and Minerals, Dhahran, Eastern Province 31261, Saudi Arabia. ORCID: .

2. Associate Professor, Civil and Environmental Engineering Dept., College of Design and Built Environment (CDBE), King Fahd Univ. of Petroleum and Minerals, Dhahran, Eastern Province 31261, Saudi Arabia (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference51 articles.

1. Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the US. II: GFRP Bar Assessment

2. Tensile properties degradation of glass fiber-reinforced polymer bars embedded in concrete under severe laboratory and field environmental conditions

3. Performance of glass fiber reinforced polymer bars under elevated temperatures

4. Al-Zahrani M. M. S. U. Al-Dulaijan A. Sharif and M. Maslehuddin. 2002. “Durability performance of glass fiber reinforced plastic reinforcement in harsh environments.” In Vol. 3 of Proc. 6th Saudi Engineering Conf. 307. Dhahran Saudi Arabia: King Fahd Univ. of Petroleum and Minerals.

5. A Gaussian process regression model to predict energy contents of corn for poultry

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