Experimental Study on Strength Development, Water Absorption and Microstructure of Naturally Aged Hybrid Glass Fiber and Polypropylene Fiber-Reinforced Concrete

This paper presents a systematic investigation into the long-term mechanical property development, water absorption behavior, and microstructural characteristics of hybrid glass and polypropylene fiber-reinforced concrete (HGPFRC). The findings provided valuable engineering construction solutions for holistically considering the improvement effect of hybrid fibers on concrete performance and for the durability design of concrete materials. The main conclusions of the study are as follows: the water-to-binder ratio (w/b) and the hybrid fiber content significantly influenced the development rate of compressive strength in concrete. Compared to the control group without fibers, the compressive strength of HGPFRC increased more rapidly during the curing stage from 7 to 28 days. HGPFRC with different w/b and fiber contents exhibited significant differences in water absorption rates at various testing stages. In this study, the water absorption of HGPFRC reached 60% to 86% of the total absorption on the first day, 6% to 23% from the second to the fourth day, and 3% to 18% from the fifth to the thirty-first day. Considering the compressive strength, water absorption performance, and microstructure observed via SEM, the optimal mix proportion for the HGPFRC in this study was determined to be a w/b of 0.35 and a hybrid fiber content of 1.8%. The hybrid glass and polypropylene fiber content of 2.7% used in this study exceeded the optimal dosage, and the resulting concrete could not meet engineering construction requirements.