Steel and Composite Structures
Volume 56, Number 2, 2025, pages 147-160
DOI: 10.12989/scs.2025.56.2.147
Correction for axial tension measurement of CFRP strand cable using slant axial strain method
Zerun Li, Zhengwen Jiang, Zhi Fang, Zhiwei Wang and Enci Liu
Abstract
Experimental study and finite element analysis were conducted to investigate the correction factor for tension
measurement of carbon fiber reinforced polymer (CFRP) strand cables using slant axial strain method. Axial tensile tests were
performed on 6 CFRP strand cables. A multi-scale finite element (MSFE) model was developed and validated against the test
results. Parametric analysis was performed and a practical formula for predicting the correction factor was developed. Finally,
the difference in the correction factors between anisotropic and isotropic strand cables was identified by studying effect of
anisotropy. The obtained results demonstrated that the correction factors of CFRP strand cables with different diameters (10.2
mm and 12 mm) and same lay distance-diameter ratio (50) were experimentally determined as 1.013 and 1.019, respectively.
Effects of lay distance-diameter ratio and the number of strand wires on the correction factor are significant, while influences of
cable diameter, fiber volume content ranging of 65~75%, and material properties of resin are marginal. The correction factors of
7, 19 and 37-wire CFRP strand cables with a lay distance-diameter ratio of 15 range from 1.084 to 1.149. The correction factor
of CFRP strand cables with significant anisotropy and a small lay distance-diameter ratio (15) is much greater than that of
isotropic strand cables.
Key Words
axial tension force; Carbon fiber reinforced polymers (CFRP) strand cable; Multi-Scale Finite Element (MSFE) model; practical formula; slant axial strain method
Address
Zerun Li:Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha, 410082, China
Zhengwen Jiang:Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha, 410082, China
Zhi Fang:Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan University, Changsha, 410082, China
Zhiwei Wang:Zhongfu Carbon Fiber Core Cable Technology Co. Ltd., Jiangsu, Lianyungang, 222069, China
Enci Liu:Zhongfu Carbon Fiber Core Cable Technology Co. Ltd., Jiangsu, Lianyungang, 222069, China