Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/162448
Title: An analytical model to predict spalling and breaching of concrete plates under contact detonation
Authors: Tu, Huan
Fung, Tat Ching
Tan, Kang Hai
Riedel, Werner
Keywords: Engineering::Civil engineering
Issue Date: 2022
Source: Tu, H., Fung, T. C., Tan, K. H. & Riedel, W. (2022). An analytical model to predict spalling and breaching of concrete plates under contact detonation. International Journal of Impact Engineering, 160, 104075-. https://dx.doi.org/10.1016/j.ijimpeng.2021.104075
Journal: International Journal of Impact Engineering
Abstract: Under contact and close-in detonation, severe local failure is commonly observed on concrete elements and structures. So far prediction tools are available as empirically-based design diagrams, PC tools through replication scaling, or as physics based Finite Element Models (FEM). The last tool requires significant computational efforts and expertise from the modeler. As a fast and physics-based alternative, an analytical model is proposed in Tu et al.’s work [1], to quantitively predict compressive damage forming on the impacted face. In this paper, subsequent studies are conducted to (1) predict spalling damage size on the rear face and (2) predict whether concrete plates are breached by contact detonation. The analytical predictions are validated against a range of experimental data from published references. Good agreement shows the capability of the proposed model in effectively predicting local damage size and breaching of concrete plates subjected to contact detonation.
URI: https://hdl.handle.net/10356/162448
ISSN: 0734-743X
DOI: 10.1016/j.ijimpeng.2021.104075
Rights: © 2021 Elsevier Ltd. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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