Influence of experimental setups on the apparent uniaxial tensile load-bearing capacity of Textile Reinforced Concrete specimens

Materials and Structures/Materiaux et Constructions

Volumn 45, Issue 3, 2012, Pages 433-446

  Hartig, J ^a   Jesse, F ^a   Schicktanz, K ^a   Haussler Combe U ^a  

^a DRESDEN UNIVERSITY OF TECHNOLOGY   (Germany)

Author keywords

Load bearing capacity; Simulation; Tensile behaviour; Testing; Textile Reinforced Concrete

Indexed keywords

EXPERIMENTAL DETERMINATION; EXPERIMENTAL OBSERVATION; EXPERIMENTAL SETUP; LOAD APPLICATION; LOAD-BEARING CAPACITY; ONE-DIMENSIONAL MODEL; SIMULATION; SPECIMEN GEOMETRY; STEEL PLATES; STRUCTURAL ELEMENTS; TENSILE BEHAVIOUR; TEST SETUPS; TEXTILE REINFORCED CONCRETES; UNIAXIAL TENSILE; UNIAXIAL TENSILE TEST;

FINITE ELEMENT METHOD; LOAD TESTING; REINFORCED CONCRETE; REINFORCEMENT; STRESS CONCENTRATION; TENSILE STRESS; TENSILE TESTING; TESTING; TEXTILES;

BEARING CAPACITY;

EID: 84861618980     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-011-9775-0     Document Type: Article

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