Analysis of Thermal Effect on Carbon Fibre Reinforced Polymer Cable

Analysis of Thermal Effect on Carbon Fibre Reinforced Polymer Cable

IfeOlorun Olofin* Ronggui Liu

Department of Civil Engineering, Faculty of Civil Engineering and Solid Mechanics, Jiangsu University, No 301 Xuefu Road, Zhenjiang 212013, China

Corresponding Author Email:
6 June 2018
| |
27 June 2018
| | Citation



Realizing that an important factor such as thermal load must be considered during analysis and design for a cable system, this paper presents the behavior of elastic cable based on differential thermal theorem namely catenary-based approach. To this end, the traditional known material – steel - and carbon fibre reinforced polymer were subjected to varying temperature values through simulation and the behaviour pattern were compared. Results obtained showed that the influence of temperature on steel cable is more evident with higher values than carbon fibre reinforced polymer. This makes carbon fibre reinforced polymer cable an ideal substitute when it comes to application in regions with high temperature.


cable system, carbon reinforced polymer cable, steel cable, thermal effect

1. Introduction
2. Literature Review
3. Numerical Examples
4. Results and Discussions
5. Conclusions

The authors acknowledge the support of the National Science Foundation of China (Grant no: 51608234; 51478209) and Province Science of Jiangsu BK20160534.


[1] Olofin I, Liu R. (2016). Numerical modal analysis of a suspen dome with carbon fibber reinforced polymer tensegrity system. Modelling, Measurement and Control, Series A 89: 13-24.

[2] Liu H, Liao XW, Chen ZH, Zhang Q. (2015). Thermal behavior of spatial structures under solar irradiation. In Applied Thermal Engineering 87: 328-335.

[3] Zhao ZW, Liu HB, Chen ZH. (2017). Thermal behavior of large-span reticulated domes covered by ETFE membrane roofs under solar radiation. Thin-Walled Structures 115: 1-11.

[4] Chen D, Wang HJ, Qian HL, Li XY, Fan F, Shen SZ. (2017). Experimental and numerical investigation of temperature effects on steel members due to solar radiation. Applied Thermal Engineering 127: 696-704.

[5] Zhao YB. (2014). Temperature effects on tension forces and frequencies of suspended cables. Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014 Porto, Portugal.

[6] Varro G, Monlassar S. (2012). Mechanical modeling of stays under thermal loads. mechanics, models and methods in civil engineering- lecture notes in applied and computational mechanics 61: 481-498.

[7] Noisternig JF. (2000). Carbon fibre composites as stay cables for bridges. Applied Composite Material 7: 139-150.

[8] Chen ZH, Liu ZS, Sun GJ. (2011). Thermal behavior of steel cables in prestressed steel structures. Journal of Materials in Civil Engineering 23. 

[9] Shen S, Xu X, Zao C. (2006). Design of suspension structure, Beijing, China. Architecture Industry Publishing House.

[10] Chen ZH, Sun GJ, Liu ZS. (2010). The effect of cable material characteristics on suspen dome. Advanced Material Research 156-157: 1251-1255

[11] Isidoro M. (1995). Thermal effects on materials. UPM.