Crushing behavior of multilayer lattice-web reinforced ceramsite-filled composite cylinders under impact loading

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-03-05 DOI:10.1016/j.engstruct.2025.119974
Jiye Chen , Zhixiong Zhang , Hai Fang , Yong Zhuang , Wangwang He , Yufeng Zhao
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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.
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冲击载荷下多层网格腹板增强陶粒填充复合材料圆柱体的破碎行为
采用真空注射成型工艺(VIMP)制造了几种由玻璃纤维增强聚合物(GFRP)外皮和晶格网、聚氨酯(PU)泡沫芯和陶粒填料制成的创新型多层晶格网增强复合材料圆柱体(CCs)。为了评估这些气缸的可行性,进行了一系列低速冲击(LI)试验。利用多层晶格网结构和陶粒填料,大大提高了碳纤维的抗冲击性能和吸能能力。在三种格腹板构型中,双层位错格腹板构型具有最高的比能吸收(SEA)和优异的抗冲击性能。此外,陶粒填充的混凝土非常适合保护大型桥墩。此外,还建立了数值模型来模拟具有双层位错格网结构的碳纤维的显著变形。利用验证过的数值模型,进行了参数化分析,考察了不同参数对混凝土破碎性能的影响。增加玻璃钢厚度(t)或径向格腹板高度(h)可以提高承重能力和抗冲击性能。此外,采用更强的泡沫芯或更高的径向晶格腹板可以提高泡沫材料内部的吸收能量;然而,GFRP材料仍然是EA能力的关键贡献者。陶粒填料的掺入有助于各组分材料的充分利用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
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.
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