journal article·2007-01

Fiber-reinforced Polymer Bars Under Freeze-Thaw Cycles and Different Loading Rates

Renèe Koller, Sunyoung Chang, Yunping Xi

Journal of Composite Materials· Volume 41· Issue 1
Publisher page

Abstract

The use of fiber-reinforced polymers (FRP) has increased due to their excellent corrosion resistance, high strength-to-weight-ratio, and stiffness-to-weight ratio. However, different coefficients of thermal expansion of the constituent materials result in high residual stresses which can accentuate microcracking and void generation in cold climates. This article presents the effects on durability of carbon and glass FRP reinforcing bars due to combined freeze-thaw cycles and different loading rates. Specifically, the degradation of FRP bars due to coupled freeze-thaw cycling, tension, and tensile fatigue loading are experimentally investigated. After a series of cyclic environmental preconditioning, the properties of GFRP bars are evaluated from several aspects: ultimate strength under different loading rates, elastic modulus, fatigue strength, and failure mode analysis.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Mechanical Behavior of Composites

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Colorado Local Technical Assistance Program, Boulder, CO, USA

Department of Civil Engineering, University of Colorado at Boulder, CO, USA

Department of Civil Engineering, UCB 428, University of Colorado Boulder, CO 80309-0428, USA,

References (17)

Show source-provided references
1. 10.1139/l00-01310.1139/l00-013 ↗
2. Dutta, P. K. · J. Cold Regions Engineering · 1998 · 3 · 124
3. Haramis, J. · 3184
4. Verghese, K. , Haramis, J. , Patel, S. , Senne, J. , Case, S. and Lesko, J. (2001). Enviro-mechanical Durability of Polymer Composites, Long Term Durability of Structural Materials, Elsevier Science, Amsterdam; New York , pp. 159-170.10.1016/B978-008043890-0/50012-2 ↗
5. 10.1061/(ASCE)0887-381X(1994)8:1(1)10.1061/(ASCE)0887-381X(1994)8:1(1) ↗
6. Curtis, P. T. · 2000
7. Mandell, J. F. · 1982
8. 10.1061/(ASCE)1090-0268(1998)2:1(17)10.1061/(ASCE)1090-0268(1998)2:1(17) ↗
9. ASTM Committee D-20 · 2000
10. Hughes, B. · 1998
11. ASTM Committee D-20 · 2000
12. ASTM Committee C-9 · 1997
13. ASTM Committee D-20 · 1994
14. Dolan, C. W. · 1993
15. Uomoto, T.
16. 10.1061/(ASCE)0733-9445(1993)119:11(3344)10.1061/(ASCE)0733-9445(1993)119:11(3344) ↗
17. Welsh, L. M. · 1517