Behavior of Full-Scale Porous GFRP Barrier under Blast Loads

被引:11
|
作者
Asprone, D. [1 ]
Prota, A. [1 ]
Manfredi, G. [1 ]
Nanni, A. [1 ,2 ]
机构
[1] Univ Naples Federico II, Dept Struct Engn & Architecture, I-80125 Naples, Italy
[2] Univ Miami, Dept Civil Architectural & Environm Engn, Coral Gables, FL 33124 USA
关键词
SHOCK-WAVE PROPAGATION; ATTENUATION; PREDICTION;
D O I
10.1155/2015/349310
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
This research paper is part of the SAS (Security of Airport Structures) Project funded by the European Programme for Critical Infrastructure Protection, whose objective was to develop and deploy a fiber reinforced polymer (FRP) fencing system intended to protect airport infrastructures against terrorist acts. In the paper, the efficacy of the proposed glass FRP discontinuous (porous) barrier under blast loads is presented by showing the results of the blast test campaign conducted on full-size specimens with a focus on the reduction of the blast shock wave induced by the barrier. A simplified model predicting the reduction of the shock wave beyond the barrier is proposed and validated via the experimental data obtained in the project.
引用
收藏
页数:11
相关论文
共 50 条
  • [31] FULL-SCALE MEASUREMENTS OF WAVE AND CURRENT LOADS ON SPLITTER FAIRINGS
    Spencer, Don
    Liapis, Stergios
    Constantinides, Yiannis
    Islam, Mohammed
    Edwards, Zachary
    33RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2014, VOL 2, 2014,
  • [32] Rolling Load versus Pulsating Load Fatigue Behavior of a Full-Scale Bridge Deck Reinforced with GFRP Bars
    Gao, Chongxi
    Tauskela, Laura
    Fam, Amir
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2024, 28 (04)
  • [33] Behavior of full-scale concrete segmented pipelines under permanent ground displacements
    Kim, Junhee
    O'Connor, Sean
    Nadukuru, Sid
    Lynch, Jerome P.
    Michalowski, Radoslaw L.
    Green, Russell A.
    Pour-Ghaz, Mohammed
    Weiss, W. Jason
    Bradshaw, Aaron
    HEALTH MONITORING OF STRUCTURAL AND BIOLOGICAL SYSTEMS 2010, PTS 1 AND 2, 2010, 7650
  • [34] Shear behavior of reinforced concrete beams with GFRP needles as coarse aggregate partial replacement: Full-scale experiments
    Nie, X. F.
    Fu, B.
    Teng, J. G.
    Bank, L. C.
    Tian, Y.
    ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS, 2019, : 1548 - 1553
  • [35] Field Testing and Dynamic Response of Full-Scale GFRP-Reinforced Concrete Guideway under Monorail Train
    Wootton, Nikolaus
    Fam, Amir
    Green, Mark
    Jawdhari, Akram
    Sarhat, Salah
    JOURNAL OF BRIDGE ENGINEERING, 2021, 26 (09)
  • [36] Behavior of full-scale VERT wall in sand
    Briaud, JL
    Nicholson, P
    Lee, J
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (09) : 808 - 818
  • [37] Full-scale experimental and structural characterization study of shield tunnel reinforcement under ground stacking loads
    Wei, Gang
    Zhou, Xinxin
    Xu, Tianbao
    Zhang, Yong
    Yao, Zewei
    Feng, Shi
    STRUCTURES, 2024, 60
  • [38] Seismic behaviour of full-scale hollow bricks-infilled RC frames under cyclic loads
    Su, Qiwang
    Cai, Gaochuang
    Cai, Hongru
    BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (07) : 2981 - 3012
  • [39] Full-scale tests and finite element analysis of arched corrugated steel roof under static loads
    Wang, X. P.
    Jiang, C. R.
    Li, G. Q.
    Wang, S. Y.
    STEEL AND COMPOSITE STRUCTURES, 2007, 7 (04): : 339 - 354
  • [40] Waterproofing performance of longitudinal segmental tunnel joints under external loads: a full-scale experimental investigation
    Zhang, Dongmei
    Chen, Sirui
    Huang, Zhongkai
    Zhang, Zhaoyuan
    Su, Long
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2024, 25 (12): : 991 - 1005