Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method

In previous numerical models developed for the impact dynamic responses of reticulated domes, mostly BEAM 161 elements and piecewise linear plastic material model have been employed and spherical joints have been simplified as intersection points of beams, which is called the B-P method. The B-P met...

Full description

Saved in:
Bibliographic Details
Main Authors: Li Lin, Bo Huang, Yunhui Sun, Yu Zhu, Duozhi Wang
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2019/9056810
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1849406413257834496
author Li Lin
Bo Huang
Yunhui Sun
Yu Zhu
Duozhi Wang
author_facet Li Lin
Bo Huang
Yunhui Sun
Yu Zhu
Duozhi Wang
author_sort Li Lin
collection DOAJ
description In previous numerical models developed for the impact dynamic responses of reticulated domes, mostly BEAM 161 elements and piecewise linear plastic material model have been employed and spherical joints have been simplified as intersection points of beams, which is called the B-P method. The B-P method can be employed in studying the dynamic responses of reticulated shells under low- to moderate-speed impacts with no obvious temperature effect. However, the analysis of the dynamic responses of reticulated shells under moderate- and high-speed impacts of missiles and other aircraft using this method had errors because it could not take into account the temperature effect. To accurately describe the mechanical responses of reticulated shells under aircraft impacts, the Johnson–Cook material model considering temperature effect with corresponding SHELL 163 element was selected for determining the members of the numerical model and the shell element was used to establish the spherical joints of reticulated shells; the whole process was called the S-J modeling method. This modeling method was capable of considering the effects of high strain rates, high temperatures, large strains, stress state change, and loading history. S-J and B-P methods were used to model the reticulated shell structures. Comparing the numerical analysis results of the drop hammer impact of the two developed methods with experimental results verified the accuracy of the S-J modeling method. In addition, based on the results obtained from the S-J modeling method and LS-DYNA finite element analysis software, a numerical model was established for small aircraft impact reticulated shells and the failure modes and dynamic responses of reticulated shell structures under aircraft impacts were studied. In terms of energy analysis, it was found that the effects of roof plates, spherical joints, and temperature softening could not be ignored in such studies.
format Article
id doaj-art-4dd8b8f3e02a4257b16248a4e31f923f
institution Kabale University
issn 1070-9622
1875-9203
language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-4dd8b8f3e02a4257b16248a4e31f923f2025-08-20T03:36:22ZengWileyShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/90568109056810Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling MethodLi Lin0Bo Huang1Yunhui Sun2Yu Zhu3Duozhi Wang4College of Civil Engineering and Architecture, Harbin University of Science and Technology, Harbin 150080, ChinaCollege of Civil Engineering and Architecture, Harbin University of Science and Technology, Harbin 150080, ChinaCollege of Civil Engineering and Architecture, Harbin University of Science and Technology, Harbin 150080, ChinaCollege of Civil Engineering and Architecture, Harbin University of Science and Technology, Harbin 150080, ChinaInstitute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, ChinaIn previous numerical models developed for the impact dynamic responses of reticulated domes, mostly BEAM 161 elements and piecewise linear plastic material model have been employed and spherical joints have been simplified as intersection points of beams, which is called the B-P method. The B-P method can be employed in studying the dynamic responses of reticulated shells under low- to moderate-speed impacts with no obvious temperature effect. However, the analysis of the dynamic responses of reticulated shells under moderate- and high-speed impacts of missiles and other aircraft using this method had errors because it could not take into account the temperature effect. To accurately describe the mechanical responses of reticulated shells under aircraft impacts, the Johnson–Cook material model considering temperature effect with corresponding SHELL 163 element was selected for determining the members of the numerical model and the shell element was used to establish the spherical joints of reticulated shells; the whole process was called the S-J modeling method. This modeling method was capable of considering the effects of high strain rates, high temperatures, large strains, stress state change, and loading history. S-J and B-P methods were used to model the reticulated shell structures. Comparing the numerical analysis results of the drop hammer impact of the two developed methods with experimental results verified the accuracy of the S-J modeling method. In addition, based on the results obtained from the S-J modeling method and LS-DYNA finite element analysis software, a numerical model was established for small aircraft impact reticulated shells and the failure modes and dynamic responses of reticulated shell structures under aircraft impacts were studied. In terms of energy analysis, it was found that the effects of roof plates, spherical joints, and temperature softening could not be ignored in such studies.http://dx.doi.org/10.1155/2019/9056810
spellingShingle Li Lin
Bo Huang
Yunhui Sun
Yu Zhu
Duozhi Wang
Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method
Shock and Vibration
title Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method
title_full Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method
title_fullStr Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method
title_full_unstemmed Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method
title_short Dynamic Response of a Single-Layer Reticulated Dome during Aircraft Impact Based on S-J Modeling Method
title_sort dynamic response of a single layer reticulated dome during aircraft impact based on s j modeling method
url http://dx.doi.org/10.1155/2019/9056810
work_keys_str_mv AT lilin dynamicresponseofasinglelayerreticulateddomeduringaircraftimpactbasedonsjmodelingmethod
AT bohuang dynamicresponseofasinglelayerreticulateddomeduringaircraftimpactbasedonsjmodelingmethod
AT yunhuisun dynamicresponseofasinglelayerreticulateddomeduringaircraftimpactbasedonsjmodelingmethod
AT yuzhu dynamicresponseofasinglelayerreticulateddomeduringaircraftimpactbasedonsjmodelingmethod
AT duozhiwang dynamicresponseofasinglelayerreticulateddomeduringaircraftimpactbasedonsjmodelingmethod