Basalt-Fiber-Reinforced Phosphorus Building Gypsum Composite Materials (BRPGCs): An Analysis on Their Working Performance and Mechanical Properties

Author:

Wu Lei12ORCID,Tao Zhong12,Huang Ronggui12,Zhang Zhiqi12,Shen Jinjin12,Xu Weijie12

Affiliation:

1. Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650599, China

2. Yunnan Seismic Engineering Technology Research Center, Kunming University of Science and Technology, Kunming 650500, China

Abstract

The preparation of fiber-reinforced phosphorus building gypsum composite materials (FRPGCs) is an important approach to enlarge the utilization of phosphogypsum resources. Through reinforcing phosphorus building gypsum (PBG) with basalt fiber (BF), this article probes into the effects of the length and fiber content of BF on the working performance and mechanical properties of basalt-fiber-reinforced phosphorus building gypsum composite materials (BRPGCs) and accesses the toughness of BRPGCs under bending loads using residual strength. The results showed that the addition of BF could significantly promote the mechanical properties of BRPGCs. However, due to the adverse effect of fibers on the working performance of BRPGCs, the fiber content was constrained. After adding 1.2% of 6 mm BF, the bending strength and compressive strength of FRPGCs reached maximum values of 10.98 MPa and 29.83 MPa, respectively. Under a bending load, BRPGCs exhibited an apparent ductile behavior. The P-δ curve presented five stages, with an evident phase of strength stability after cracking. A larger fiber content was conducive to the toughness of BRPGCs. When 1.6% of 6 mm BF was added, the residual strength of FRPGCs could reach 6.77 MPa.

Funder

Yunnan Provincial Department of Science and Technology

Analysis and Testing Foundations of KMUST

Publisher

MDPI AG

Subject

Inorganic Chemistry

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