Models for predicting elastic modulus and tensile strength of carbon, basalt and hybrid carbon-basalt FRP laminates at elevated temperatures-Reference-Cited by-同舟云学术

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Models for predicting elastic modulus and tensile strength of carbon, basalt and hybrid carbon-basalt FRP laminates at elevated temperatures

Published:2016-07 Issue: Volume:114 Page:364-373
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Hawileh Rami A.,Abdalla Jamal A.,Hasan Sara S.,Ziyada Meena B.,Abu-Obeidah Adi

Publisher

Elsevier BV

Subject

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

Reference33 articles.

1. Static and fatigue performance of 40year old prestressed concrete girders strengthened with various CFRP systems;Rosenboom,2004

2. Flexural behaviour of partially bonded carbon fibre reinforced polymers strengthened concrete beams: application to fire protection systems design;Firmo;Mater. Des.,2015

3. Finite element analysis of strengthened RC beams in shear with aluminum plates;Abu-Obeidah;Comput. Struct.,2015

4. Performance of FRP-strengthened beams subjected to elevated temperatures;Tan;J. Compos. Constr. ASCE,2010

5. Reinforced concrete beams strengthened with carbon fiber reinforced polymer by friction hybrid bond technique: experimental investigation;Zhou;Mater. Des.,2015

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3. Tensile strength retention of fibre-reinforced polymer composites exposed to elevated temperatures: A meta-analysis review;Construction and Building Materials;2024-08

4. Hybridization in FRP Composites for Construction: State-of-the-Art Review and Trends;Journal of Composites for Construction;2024-08

5. Investigation on the mechanical properties and damage mechanisms of plain-woven composites at elevated temperatures through a newly-designed testing system;Thin-Walled Structures;2024-04

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