Original scientific paper
https://doi.org/10.21278/brod73404
RESEARCH ON DAMAGE CHARACTERISTICS AND PROTECTIVE STRUCTURE DESIGN OF STEEL PONTOONS UNDER NEAR-FIELD EXPLOSION LOAD
Kai Li
; School of Naval Architecture and Ocean Engineering, Dalian University of Technology, Dalian 116024, China
Zhichao Zhao
; School of Naval Architecture and Ocean Engineering, Dalian University of Technology, Dalian 116024, China
Songliang Chang
; School of Naval Architecture and Ocean Engineering, Dalian University of Technology, Dalian 116024, China
Jiawei Bao
; School of Naval Architecture and Ocean Engineering, Dalian University of Technology, Dalian 116024, China
Zhijiang Yuan
; Department of Navigation, Dalian Naval Academy, Dalian 116001, China
Xiaogang Jiang
; Department of Navigation, Dalian Naval Academy, Dalian 116001, China
Abstract
The focus of this paper is to investigate the damage characteristics and protective structure design of pontoons as an important barrier for the protection of ports. Two types of protective measures of pontoons are investigated：filling tanks with water and installing springs in tanks. In this paper, the damage characteristics of two types of pontoon side structures under the action of near-field explosion loads are simulated by using LS-DYNA explicit dynamic analysis software and the ALE algorithm. According to the numerical experiment results for filling different volumes of water in the side tanks, the volume of water for the minimum deformation of the shell plate is 100%, and for the first longitudinal bulkhead, it is 30-40%. Moreover, by applying weights to their deformations based on the actual explosion-proof performance requirements of the shell plate and the first longitudinal bulkhead, the pontoon side structure with the best explosion-proof performance can be obtained. The plastic deformation of the pontoon structure equipped with different types of springs is an order of magnitude smaller than that of the ordinary structure and of the pontoon structure filled with a water medium in the positive tanks. The explosive shock wave energy absorbed by the pontoon is effectively reduced by the addition of water or springs to the protective tanks. The minimum energy absorbed by the pontoon structure with water added in the protective tanks is 18.31% of the energy absorbed by the ordinary structure, and the corresponding volume ratio of water added in the protective tanks is 100%. The pontoon structure with springs in the side protection tanks absorbs only 7.2% of the energy absorbed by the ordinary structure. Both new side protection structures have demonstrated excellent explosion-proof performance.
Keywords
Near-field explosion; pontoon; ALE algorithm; structural design; water tank; spring
Hrčak ID:
284541
URI
Publication date:
16.9.2022.
Visits: 1.178 *