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Titlebook: Innovations in Impact and Blast Protections; Foam-Filled Energy A Yonghui Wang,Xudong Zhi,Rong Zhang Book 2023 The Editor(s) (if applicable

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發(fā)表于 2025-3-21 19:19:16 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書(shū)目名稱(chēng)Innovations in Impact and Blast Protections
副標(biāo)題Foam-Filled Energy A
編輯Yonghui Wang,Xudong Zhi,Rong Zhang
視頻videohttp://file.papertrans.cn/468/467121/467121.mp4
概述Analytical models incorporating transient strain rate effect was developed for foam-filled energy absorbers.Proposes analytical models for predicting impact and blast responses of SCS sandwich structu
圖書(shū)封面Titlebook: Innovations in Impact and Blast Protections; Foam-Filled Energy A Yonghui Wang,Xudong Zhi,Rong Zhang Book 2023 The Editor(s) (if applicable
描述.This book develops several novel foam-filled structures and steel-concrete-steel (SCS) sandwich structures, which provides more alternatives for ensuring the safety of buildings and infrastructures under extreme loading, like impact and blast. In the first part of this book, the aluminium foam- and polyurethane foam-filled structures have been developed for dissipating impact and blast energy. Experimental and numerical studies have been conducted to obtain their behaviours under impact loading. In addition, analytical models have also been proposed to assess their energy absorption performances and facilitate the impact and blast design when using the proposed foam-filled structures. In the second part of this book, SCS sandwich structures with novel shear connectors have been developed and their behaviours under impact and blast loading have been experimentally, numerically and analytical studied. Analytical models for predicting the impact and blast responses of SCS sandwich structures have also been developed. In the third part of this book, a new steel-polyurethane foam-steel-concrete-steel (SPUFSCS) panel (i.e. the combination of foam material and SCS panel) has been develop
出版日期Book 2023
關(guān)鍵詞Steel-concrete-steel; Foam-filled; Impact loading; Blast loading; Steel-concrete composite structures
版次1
doihttps://doi.org/10.1007/978-981-19-4375-1
isbn_softcover978-981-19-4377-5
isbn_ebook978-981-19-4375-1
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
The information of publication is updating

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發(fā)表于 2025-3-21 20:42:04 | 只看該作者
Polyurethane Foam-Filled Energy Absorption Connectors Under Impact,nalytical model including strain rate effects of both steel and PU foam was proposed, and it could be employed as a simple alternative to quickly obtain the force–displacement relation of the connector. The accuracy of the developed analytical model was also validated against the experimental and numerical results.
板凳
發(fā)表于 2025-3-22 04:17:12 | 只看該作者
,Analytical Models for Axially-Restrained Steel–Concrete-Steel Sandwich Panel Under Blast,andwich panel. The strain rate effects of steel and concrete were also incorporated into the two analytical models, and the Dynamic Increase Factors of steel and concrete were calculated based on the varying strain rate during motion. The Finite Element analysis was carried out to validate the proposed analytical models.
地板
發(fā)表于 2025-3-22 05:53:39 | 只看該作者
,Curved Steel–Concrete-Steel Sandwich Shell Under Blast,dition, the pressure and impulse asymptotes were also formulated as the geometric and material properties of the curved SCS sandwich shell by employing the energy balance principle. Finally, the procedures of using the dimensionless P-I diagram for conducting blast resistant design of the curved SCS sandwich shell were presented.
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發(fā)表于 2025-3-22 12:40:40 | 只看該作者
Aluminum Foam-Filled Energy Absorption Connectors Under Impact,ate effect of mild steel were developed to predict the force–displacement responses of the aluminum foam-filled energy absorption connectors under impact load. Finally, a design method was proposed for conducting blast resistant design of the structures utilizing the energy absorption connectors as additional energy absorbers.
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發(fā)表于 2025-3-22 13:10:23 | 只看該作者
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發(fā)表于 2025-3-22 20:35:03 | 只看該作者
,Flat Steel–Concrete-Corrugated Steel Sandwich Panel Under Impact, plate. In addition, the impact resistant performance of the FS–C–CS panel was found to be improved as compared to the traditional SCS sandwich panel with two flat faceplates in terms of smaller deformation as well as larger impact force and post-peak mean force.
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發(fā)表于 2025-3-23 00:33:23 | 只看該作者
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發(fā)表于 2025-3-23 04:51:06 | 只看該作者
,Curved Steel–Concrete-Steel Sandwich Shells Under Impact,ng the impact load history, displacement history and failure mode obtained from FE simulations with test results. It turned out that the concrete core was the main part to dissipate impact energy, followed the by top steel plate and bottom steel plate.
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發(fā)表于 2025-3-23 06:22:50 | 只看該作者
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