Technical Papers
Feb 10, 2023

Short-Term Performance of New Composite Anchorage with Multiple CFRP Tendons

Publication: Journal of Composites for Construction
Volume 27, Issue 2

Abstract

The relatively low shear strength of carbon fiber-reinforced polymers (CFRPs) makes it difficult to anchor CFRP tendons. Although many anchorages with CFRP tendons have been developed, few studies have been conducted on composite anchorages with multi-CFRP tendons. In this study, four groups of new mechanical clamping–bonding composite anchorages with multi-CFRP tendons were designed, and the stress of each component of the anchorage was analyzed to reveal the force transmission mechanism of the anchorage. Moreover, the short-term performance of the anchorages was experimentally investigated. The key parameters, including the elastic modulus of the bonding medium, preloading force, cone angle, and bond length, were further analyzed using the finite-element method. The results showed that the composite anchorage reliably anchored multiple CFRP tendons, and the efficiency coefficients of the four anchorages were greater than 0.95. The suggested minimum bond length was approximately 35 times the diameter of the CFRP tendon when anchoring fewer than five tendons. Finally, a sufficient preloading force could effectively reduce the initial slip, whereas increasing the cone angle and elastic modulus could reduce the final slip.

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Acknowledgments

The authors express their gratitude for the financial support provided by the China National Key Research and Development (No. 2021YFB2601000) and the National Natural Science Foundation of China (No. 51778059).

Notation

The following symbols are used in this paper:
Apk
effective cross-sectional area of single CFRP tendon;
a
inner radius of the cylinder;
b
outer radius of the cylinder;
D0
outer diameter of the steel sleeve;
D1
inner diameter of the steel sleeve at free end;
D2
outer diameter of the aluminum tube at free end;
D1(x)
inner diameter of the steel sleeve at any longitudinal position;
D2(x)
inner diameter of the clamps at any longitudinal position;
E
elastic modulus of the cylinder;
Eb
elastic modulus of the steel sleeve;
Fptk
theoretical ultimate tensile strength of the anchorage;
F1
radial pressure at Interface I;
F2
radial pressure at Interface II;
fptk
tensile strength of a single CFRP tendon;
f2
friction force at Interface II;
l
displacement of the clamp along the x-axis under preloading force and external loads;
n
number of CFRP tendons in the anchorage;
q
internal pressure of the thick-walled cylinder;
r
distance from a point on the cylinder cross section to the center of the section;
u
radial displacement from a point on the cylinder cross section to the center of the section;
ν
Poisson’s ratio of the cylinder;
νb
Poisson’s ratio of the steel sleeve;
α
cone angle of the outer surface of the aluminum tube;
β
cone angle of the outer surface of the steel clamps;
Δb(x)
radial displacement of the steel sleeve at any point in the x-axis;
Δg(x)
total radial displacement of the aluminum tube, bonding medium, and CFRP tendons;
δ2
longitudinal slip of the aluminum tube relative to the clamps;
εθ
circumferential strain from a point on the cylinder cross section to the center of the section;
ε0(x)
circumferential strain at the outer surface of the steel sleeve;
ηa
anchoring efficiency coefficient of the anchorage;
μ2
friction coefficient between the clamps and the aluminum tube;
σ1(x)
radial uniform compressive stress at Interface I; and
σ2(x)
radial uniform compressive stress at Interface II.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 27Issue 2April 2023

History

Received: Jul 5, 2022
Accepted: Dec 15, 2022
Published online: Feb 10, 2023
Published in print: Apr 1, 2023
Discussion open until: Jul 10, 2023

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Professor, School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author). Email: [email protected]
Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Xinyu Zhang [email protected]
Xi’an Highway Research Institute Co., Ltd, Xi’an 710061, China. Email: [email protected]
School of Architecture & Civil Engineering, Xi’an Univ. of Science & Technology, Xi’an 710054, China. Email: [email protected]
Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Shengjiang Sun [email protected]
Associate Professor, School of Highway, Chang’an Univ., Xi’an 710064, China. Email: [email protected]

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