Flexural Behavior of Concrete-Filled Circular Steel Tubes under High-Strain Rate Impact Loading

被引：72

作者：

Deng, Y. ^{[1
]}

Tuan, C. Y.

Xiao, Y. ^{[2
,3
]}

机构：

[1] Univ Nebraska Lincoln, Durham Sch Architectural Engn & Construct Constru, Peter Kiewit Inst, Omaha, NE 68182 USA

[2] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China

[3] Univ So Calif, Dept Civil & Environm Engn, Los Angeles, CA 90089 USA

来源：

JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 2012年 / 138卷 / 03期

关键词：

Dynamic response; Concrete; Tubes; Steel; Posttensioning; Strain rates; Impact tests; Fiber-reinforced concrete; BEAMS;

D O I：

10.1061/(ASCE)ST.1943-541X.0000464

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Nine simply supported circular steel concrete-filled tubes (CFTs), two circular steel posttensioned concrete-filled tubes (PTCFTs), and one circular steel fiber-reinforced concrete-filled tube (FRCFT) have been tested in an instrumented drop-weight impact facility. The weight and the height of the drop-weight were varied to cause failure in some test specimens. The failure modes and local damages in those specimens have been investigated extensively. Failure in the steel tubes was commonly tensile facture or rupture along the circumference. Concrete core in the impact area commonly crushed under compression and cracked under tension. The use of prestressing strands and steel fibers significantly restrained the concrete tension cracks in the PTCFT and FRCFT specimens, respectively. The experimental results are analyzed in the context of principles of energy and momentum conservation. DOI: 10.1061/(ASCE)ST.1943-541X.0000464. (C) 2012 American Society of Civil Engineers.

引用

页码：449 / 456

页数：8

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