ملخص
This paper presents a simplified three-dimensional Finite Element (FE) model of steel-ultra-lightweight-concrete-steel (SLCS) sandwich composite panel with novel J-hook shear connectors. The FE model was applied in the present study to simulate the response of SLCS sandwich panels subjected to 1.2 ton drop-weight impact. Comparison with impact test data shows that the simplified FE model is able to describe the permanent deformation and displacement time-history of the sandwich panels with reasonable accuracy. In the FE simulation, it was observed that all Jhook connectors were under tension during impact except for the connectors positioned directly below the projectile. This signifies the role of the connectors in preventing separation of steel plates and maintaining the integrity of the sandwich system under impact loading.
اللغة الأصلية | English |
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عنوان منشور المضيف | Proceedings of the 9th International Conference on Computational Structures Technology, CST 2008 |
ناشر | Civil-Comp Press |
مستوى الصوت | 88 |
رقم المعيار الدولي للكتب (المطبوع) | 9781905088232 |
حالة النشر | Published - 2008 |
منشور خارجيًا | نعم |
الحدث | 9th International Conference on Computational Structures Technology, CST 2008 - Athens, Greece المدة: سبتمبر ٢ ٢٠٠٨ → سبتمبر ٥ ٢٠٠٨ |
Other
Other | 9th International Conference on Computational Structures Technology, CST 2008 |
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الدولة/الإقليم | Greece |
المدينة | Athens |
المدة | ٩/٢/٠٨ → ٩/٥/٠٨ |
ASJC Scopus subject areas
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