Reference health

Short-term durability test for GFRP rods under various environmental conditions

https://doi.org/10.1016/j.compstruct.2007.03.005
CiteStamped reference-health badge
24/24 checkable references clean · checked 2026-07-23

Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.

7 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.

The 24 checked references that resolve
resolves10.1016/S0045-7825(99)90270-0
Use of composites for 21st century civil infrastructure
resolves10.1061/(ASCE)1090-0268(2002)6:2(73)
Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review
resolves10.1061/(ASCE)1090-0268(2005)9:6(470)
Field Investigation on the First Bridge Deck Slab Reinforced with Glass FRP Bars Constructed in Canada
resolves10.1061/(ASCE)1084-0702(2006)11:2(217)
Designing and Testing of Concrete Bridge Decks Reinforced with Glass FRP Bars
resolves10.1142/9789812704863_0003
DURABILITY DESIGN OF GFRP RODS FOR CONCRETE REINFORCEMENT
resolves10.1061/(ASCE)1090-0268(2003)7:3(238)
Durability Gap Analysis for Fiber-Reinforced Polymer Composites in Civil Infrastructure
resolves10.1016/S1359-8368(99)00013-X
Effects of environmental aging on the properties of pultruded GFRP
resolves10.1016/j.compstruct.2004.04.058
Durability evaluation of moderate temperature cured E-glass/vinylester systems
resolves10.1002/pse.205
Durability of GFRP bars: a critical review of the literature
resolves10.1016/j.conbuildmat.2004.04.012
Durability of FRP rods for concrete structures
resolves10.1016/j.compstruct.2005.08.015
Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures
resolves10.1016/j.compositesb.2005.01.006
Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete
resolves10.1016/j.compstruct.2005.09.022
The combined effects of load, moisture and temperature on the properties of E-glass/epoxy composites
resolves10.1061/(ASCE)1090-0268(2002)6:3(143)
Durability of Glass Fiber-Reinforced Polymer Reinforcing Bars in Concrete Environment
resolves10.1016/S0950-0618(99)00038-0
Evaluation of bond using FRP rods with axisymmetric deformations
resolves10.1016/S1359-8368(02)00052-5
A modified pull-out test for bond of near-surface mounted FRP rods in concrete
resolves10.1061/(ASCE)1090-0268(1999)3:2(73)
Effect of High Temperature on Bond Strength of FRP Rebars
resolves10.1061/(ASCE)1090-0268(2000)4:3(137)
Bond to Concrete of FRP Rebars after Cyclic Loading
resolves10.1016/S0958-9465(97)00061-9
Flexural behaviour of concrete beams reinforced with GFRP bars
resolves10.1016/S1359-8368(99)00049-9
Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures
resolves10.1016/S0263-8223(01)00188-X
Evaluation of deflection in concrete members reinforced with fibre reinforced polymer (FRP) bars
resolves10.1016/S0950-0618(02)00094-6
Deflection and crack-width prediction of concrete beams reinforced with glass FRP rods
resolves10.1016/j.cemconcomp.2006.07.014
Creep and durability of sand-coated glass FRP bars in concrete elements under freeze/thaw cycling and sustained loads
resolves10.1177/0021998305055275
Durability of GFRP Rebars in Concrete Beams under Sustained Loads at Severe Environments
The 7 references without a DOI — listed, not checked
no DOI — not checkedFederal Highway Administration (FHWA). Standard database reports: IBRC database; 2006. http://www.fhwa.dot.gov/bridge/ibrc/resourcb.cfm [Updated 22.9.06].
no DOI — not checkedGangarao HVS, Vijay PV. Aging of structural composites under varying environmental conditions. In: Proceedings of the third international symposium on non-metallic (FRP) reinforcement for concrete structures (FRPRCS-3), Sapporo, Japan, October 14–16, vol. 2. 1997, p. 91–8.
no DOI — not checkedDejke V. Durability of FRP reinforcement in concrete. Thesis for the degree of Licentiate of Engineering. Sweden: Chalmers University of Technology; 2001.
no DOI — not checkedUS Army Corps of Engineers. Investigations of plastic composite materials for highway safety structures. Cold Regions Research and Engineering Laboratory (CRREL). Report 98-7; 1998. p. 41–6.
no DOI — not checkedNkurunziza G, Benmokrane B, Debaiky AS, Masmoudi R. Effect of creep and environment on long-term tensile properties of glass FRP reinforcing bars. In: Proceedings of the fourth international conference on advanced composite materials in bridges and structures (ACMBS), Calgary, Canada, July 20–23, 2004. p. 1–8.
no DOI — not checkedASTM D 3916. Standard test method for tensile properties of pultruded glass–fiber–reinforced plastic rods; 2002.
no DOI — not checkedASTM D 4475. Standard test method for apparent shear strength of pultruded reinforced plastic rods by the short-beam method; 2002.
What this badge says. CiteStamped means the CHECKABLE references of this work were clean at the dated check: each resolved to a known work in a public registry, and none carried a retraction notice at that time. It says nothing about the quality, findings, or importance of the work itself, and nothing about references deposited without a DOI.

checked 2026-07-23 — re-checked daily as this page is visited; titles and statuses come from Crossref and DataCite and are not part of the signed record

Embed this badge

Both snippets point at the live badge image and link back to this page. The badge re-renders from the daily check, so an embed never goes stale by more than a day of visits.

<a href="https://citestamp.com/citestamped/10.1016/j.compstruct.2007.03.005"><img src="https://citestamp.com/citestamped/10.1016/j.compstruct.2007.03.005/badge.svg" alt="CiteStamped reference-health badge" width="460" height="64"></a>
[![CiteStamped reference-health badge](https://citestamp.com/citestamped/10.1016/j.compstruct.2007.03.005/badge.svg)](https://citestamp.com/citestamped/10.1016/j.compstruct.2007.03.005)