Jiye Chen , Zhixiong Zhang , Hai Fang , Yong Zhuang , Wangwang He , Yufeng Zhao
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引用次数: 0
Abstract
A vacuum infusion molding process (VIMP) was employed to create several innovative multilayer lattice-web reinforced composite cylinders (CCs) made from glass fiber-reinforced polymer (GFRP) skins and lattice webs, polyurethane (PU) foam cores, and ceramsite filler. To evaluate the feasibility of these cylinders, a series of low-velocity impact (LI) tests were performed. The utilization of multilayer lattice-web configuration along with ceramsite filler greatly improved the impact resistance and energy absorption (EA) capabilities of the CCs. Among the three lattice-web configurations, the double-layer dislocated lattice-web configuration demonstrated the highest specific energy absorption (SEA) and excellent impact resistance performance. Additionally, the ceramsite-filled CCs were well-suited for protecting large bridge piers. Furthermore, numerical models were created to simulate the significant deformations of the CCs featuring the double-layer dislocated lattice-web configuration. Utilizing the verified numerical models, parametric analysis was conducted to examine how different parameters influence the crushing behavior of the CCs. Increasing the GFRP thickness (t) or the radial lattice-web height (h) can improve both load-bearing capacity and impact resistance performance. Furthermore, employing stronger foam cores or higher radial lattice webs can enhance the absorbed energy within the foam material; nevertheless, the GFRP material remained a crucial contributor to the EA capacity. The inclusion of ceramsite filler contributed positively to the full utilization of all component materials.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.