Briefing: Blast tests of fibre-reinforced concrete panels

被引:19
作者
Barnett, S. J. [1 ]
Millard, S. G. [1 ]
Schleyer, G. K. [1 ]
Tyas, A. [2 ]
机构
[1] Univ Liverpool, Liverpool, Merseyside, England
[2] Univ Sheffield, Sheffield, S Yorkshire, England
基金
英国工程与自然科学研究理事会;
关键词
concrete technology & manufacture; dynamics; strength & testing of materials;
D O I
10.1680/coma.900017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This briefing paper describes explosion testing of ultrahigh-performance, fibre-reinforced concrete panels. Four panels measuring 3.5 m x 1.3 m x 100 mm were subjected to 100 kg trinitrotoluene-equivalent explosion loading. Variables included type and quantity of fibre reinforcement, the use of conventional steel reinforcing bars and the stand-off distance of the panels from the explosive charge. The panels were found to resist explosion loading without creating shrapnel. Panels without secondary steel reinforcement were severely cracked but remained standing after testing at a stand-off distance of 12 m. Panels with steel reinforcing bars withstood the explosion at closer stand-offs (down to 7 m) with only minor cracking.
引用
收藏
页码:127 / 129
页数:3
相关论文
共 7 条
[1]  
BANTHIA N, 2004, P RILEM C FIB REINF, P31
[2]  
Barnett SJ, 2007, P CONCR PLAT QUEENS, P565
[3]  
Barnett SJ, 2008, STRUCT ENG, V89, P28
[4]  
Nash PT, 1995, ACI STRUCT J, V92, P680
[5]   Behavior of ultrahigh-strength subjected to prestressed concrete panels blast loading [J].
Ngo, Tuan ;
Mendis, Priyan ;
Krauthammer, Ted .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2007, 133 (11) :1582-1590
[6]  
Rebentrost M, 2008, ULTRA HIGH PERFORM C, P735
[7]   COMPOSITION OF REACTIVE POWDER CONCRETES [J].
RICHARD, P ;
CHEYREZY, M .
CEMENT AND CONCRETE RESEARCH, 1995, 25 (07) :1501-1511