期刊
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES
卷 26, 期 4, 页码 333-340出版社
TAYLOR & FRANCIS INC
DOI: 10.1080/15376494.2017.1387323
关键词
Polymer concrete; fiber-reinforced polymer; flexural strength; beam; pile; experimental study; theoretical model; load-displacement behavior; parametric study; structural performance; ductility
This research investigates the flexural behavior of a polymer concrete beam/pile encased with carbon fiber sleeve. The mechanical properties of carbon fiber sleeves in tension and cement and polymer concrete in compression were determined. Polymer concrete beams were tested in flexure to determine the bending moment capacity. Then, the test results were compared to the theoretical model results. Finally, a parametric study was conducted to determine the influence of beam/pile parameters on the capacity of the element. Based on the investigation, carbon fiber sleeve filled with polymer concrete exhibits outstanding structural performance including ductility and bending capacity.
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