Composite steel-CFRP SHS tubes under axial impact

Composite Structures

Volumn 87, Issue 3, 2009, Pages 282-292

  Bambach, M R ^a   Elchalakani, M ^b   Zhao, X L ^a  

^a MONASH UNIVERSITY   (Australia)

^b Higher Colleges of Technology   (United Arab Emirates)

Author keywords

Axial compression; CFRP; Composite tubes; Crashworthiness; Impact; Square hollow sections

Indexed keywords

ABSORPTION; CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; CRASHWORTHINESS; ENERGY ABSORPTION; SOLAR BUILDINGS; SPECTROMETERS; STRAIN RATE; TUBES (COMPONENTS); TUBULAR STEEL STRUCTURES;

AXIAL COMPRESSION; AXIAL IMPACT; CARBON-FIBRE REINFORCED POLYMER; CFRP; CFRP TUBES; COMPOSITE STEEL; COMPOSITE TUBES; EFFECTS OF STRAIN; ENERGY ABSORPTION CAPACITY; HIGH-ENERGY ABSORPTION; HIGH-STRENGTH; IMPACT; MEAN CRUSHING LOAD; PLASTIC COLLAPSE; QUASI-STATIC; SPECIFIC ENERGY ABSORPTION; SQUARE HOLLOW SECTION; SQUARE HOLLOW SECTIONS; STEEL TUBES;

STEEL;

ABSORPTION; CARBON FIBER; FIBER REINFORCED COMPOSITE; IMPACT; PLASTIC; STRAIN; STRENGTH; TUBE;

EID: 52749088243     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2008.02.008     Document Type: Article

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