The Numerical Investigation of Aluminum Foam-protected Reinforced Concrete Slabs under Blast Loading Using AUTODYN-3D

被引:0
|
作者
Taha, Ahmed K. [1 ]
Gao, Zhengguo [1 ]
Huang, Dahai [1 ]
机构
[1] Beijing Univ Aeronaut & Astronaut, Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China
关键词
IMPACT;
D O I
10.1051/matecconf/201820601014
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aluminum foam is a lightweight material with high energy absorption capacity. In this study A Nonlinear three-dimensional hydrocode numerical simulation was carried out using autodyn-3d, which is an extensive code dealing with explosion problems. In this simulation, a high explosive material (comp B) is blasted against several concrete panels. The model was first validated using experimental tests carried out by Chengqing and has shown good results. Several numerical tests were carried out to study two parameters that affect the deflection of reinforced concrete panels. The parameters included are the thickness of concrete target and the thickness of steel plate. The results showed that increasing the thickness of the steel plate has an insignificant effect on the deflection of the reinforced concrete target while increasing the thickness of the concrete panel has a significant effect on the deflection of the concrete target.
引用
收藏
页数:5
相关论文
共 50 条
  • [41] Experimental and numerical investigations on performance of reinforced concrete slabs under explosive-induced air-blast loading: A state-of-the-art review
    Anas, S. M.
    Alam, Mehtab
    Umair, Mohammad
    STRUCTURES, 2021, 31 : 428 - 461
  • [42] Numerical and experimental analysis of behaviour of steel fibre reinforced self-compacting concrete slabs under loading
    Lisovsky, Martin
    Kocab, Dalibor
    Zitt, Petr
    Wunsche, Dominik
    DYNAMICS OF CIVIL ENGINEERING AND TRANSPORT STRUCTURES AND WIND ENGINEERING - DYN-WIND'2020, 2020, 313
  • [43] Strengthening of corroded reinforced concrete slabs under multi-impact loading: Experimental results and numerical analysis
    Daneshvar, K.
    Moradi, M. J.
    Ahmadi, K.
    Hajiloo, H.
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 284
  • [44] Fracture Failure of Reinforced Concrete Slabs Subjected to Blast Loading Using the Combined Finite-Discrete Element Method
    Jaini, Z. M.
    Feng, Y. T.
    Owen, D. R. J.
    Mokhatar, S. N.
    LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES, 2016, 13 (06): : 1086 - 1106
  • [45] Numerical Simulation Study of Progressive Collapse of Reinforced Concrete Frames with Masonry Infill Walls under Blast Loading
    Xu, Qinghu
    Zhen, Xuezhi
    Zhang, Yu
    Han, Mengjun
    Zhang, Wenkang
    MODELLING AND SIMULATION IN ENGINEERING, 2022, 2022
  • [46] Experimental and numerical investigation of reinforced concrete beams with variable material properties under impact loading
    Anil, Ozgur
    Durucan, Cengizhan
    Erdem, R. Tugrul
    Yorgancilar, M. Arif
    CONSTRUCTION AND BUILDING MATERIALS, 2016, 125 : 94 - 104
  • [47] Numerical simulation of impact response behavior of rectangular reinforced concrete slabs under falling-weight impact loading
    Kishi, Norimitsu
    Kurihashi, Yusuke
    Khasraghy, Sara Ghadimi
    Mikami, Hiroshi
    PERFORMANCE, PROTECTION AND STRENGTHENING OF STRUCTURES UNDER EXTREME LOADING, 2011, 82 : 266 - +
  • [48] Experimental and numerical investigation of one-way reinforced concrete slabs using various strengthening systems
    El-Mandouh, Mahmoud A.
    Elsamak, Galal
    Rageh, Basem O.
    Hamoda, Ahmed
    Abdelazeem, Fathi
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 18
  • [49] Numerical validation of reinforced concrete one-way slabs under long-term loading using nonlinear finite element analysis
    Kader, Hassanein Ammar
    Daud, Sultan Ahmed
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2024, 9 (09)
  • [50] Numerical investigation on the behavior of reinforced concrete slabs strengthened with carbon fiber textile reinforcement under impact loads
    Batarlar, Baturay
    Saatci, Selcuk
    STRUCTURES, 2022, 41 : 1164 - 1177