Amirreza Yari , Hamed Ahmadi , Ehsan Pedram , Gholamhossein Liaghat , Ali Rezanejad , Neil Fellows
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引用次数: 0
Abstract
The rising demand for lightweight, economical, and durable materials has generated heightened interest in using cementitious materials to construct composite sandwich panels (CSPs). Autoclaved aerated concrete (AAC), a fundamental component in the construction industry due to its lightness, low cost, sound insulation, shock absorbent, and fire and corrosion resistance, is an efficient candidate for CSP. This paper offers a thorough experimental and numerical examination of AAC-based hierarchical multicore CSPs under quasi-static indentation and high-velocity impact (HVI) loading. Three panel configurations, including single-core, double-core, and triple-core, were constructed by thermosetting, utilizing woven E/glass fiber fabric sheets and AAC cores. Thereafter, experiments were tested to evaluate their energy absorption and perforation behavior. Experimental findings demonstrated that double-core panels displayed superior specific energy absorption (SEA) load-bearing capability under quasi-static and HVI loading conditions, surpassing single and triple-core configurations. The principal energy absorption methods comprised core crushing, fiber pull-out, and delamination, which were affected by the core topology and face sheet thickness. Numerical simulations by LS-DYNA were validated logically versus experimental results with deviations around 10 %, affirming the efficacy of the FEM in accurately representing damage responses and failure mechanisms. This work illustrates that multicore AAC-based CSPs provide superior structural performance and impact resistance, especially in arrangements featuring several cores. The results offer significant insights into the design of lightweight, impact-resistant composite structures for use in aerospace, defense, and construction sectors.
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.