Affiliation:
1. China Shenhua Energy Co., LTD, Shendong Coal Branch , Yulin , 719325 , China
2. School of Materials Science and Engineering, Beijing Institute of Technology , Beijing , 100081 , China
Abstract
Abstract
Fiber reinforced polymer (FRP) have the advantages of high strength, corrosion resistance, and low density, which are widely used to serve as tray products in bolt support systems. As a key component, the low mechanical load-bearing capacity of trays significantly limits their widespread application. Besides, there is no corresponding theoretical calculations and strength analysis methods for the structural design. The aim of this study is to optimize the tray structure and improve its load-bearing capacity. Through theoretical calculations and finite element numerical analysis, the effect of inner surface taper and stiffener height on the load-bearing capacity of the tray under the application of constant axial force is investigated. The results show that first of all, the larger the inner surface taper is, the better the load capacity of the tray. Second, the special-shaped truncated cone type displayed better load capacity than the stiffener tray. Third, the higher the design height of the stiffener is, the smaller the deformation and shear stress on the top of the inner surface of the tray, and better load capacity is achieved. We believe that this study provides theoretical guidance for the structural design of high-performance FRP trays.
Reference24 articles.
1. Chen S, Yang Z, Wang W, Shahrour I. Study on rock bolt reinforcement for a gravity dam foundation. Rock Mech Rock Eng. 2011;45:1151–6. 10.1007/s00603-011-0179-9.
2. Osinga D. A review of the high performance rock-bolting method and its application in a Nordic mine. Helsinki: Aalto University; 2018. p. 211–6.
3. Saba N, Jawaid M, Alothman OY, Paridah MT, Hassan A. Recent advances in epoxy resin, natural fiber-reinforced epoxy composites and their applications. J Reinf Plast Comp. 2015;35(6):447–70. 10.1177/0731684415618459.
4. Guo X, Mao X, Ma C, Huang J. Bolt support mechanism based on elastic theory. Int J Min Sci Technol. 2013;23(4):469–74. 10.1016/j.ijmst.2013.07.002.
5. McKerrow L, Carman. City tunnel projects -Engineering safety and quality within a constrained environment. Environ Manage. 2001;28(6):819.