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

被引：0
作者：
J. Hartig
F. Jesse
K. Schicktanz
U. Häußler-Combe
机构：
[1] Technische Universität Dresden,Institute of Concrete Structures, Faculty of Civil Engineering
来源：
Materials and Structures | 2012年 / 45卷
关键词：
Textile Reinforced Concrete; Tensile behaviour; Testing; Load-bearing capacity; Simulation;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
An important parameter for dimensioning of Textile Reinforced Concrete (TRC) structures and structural elements is the tensile load-bearing capacity of the composite. Respective values are usually derived from uniaxial tensile tests with overcritically reinforced TRC specimens. In this paper, influences from specimen geometry, e.g. plane and waisted specimens, and load application design, e.g. stiff glued steel plates or soft clamping constructions are investigated. Therefore, experimental results regarding the load-bearing capacity of the composite are statistically evaluated. The experimental observations are supported by results of numerical simulations with a one-dimensional model based on the Finite Element Method. These simulations provide stress distributions in concrete and reinforcing fibres as well as the tensile load-bearing capacity. Based on these results existing test setups for the derivation of the load-bearing capacity of the composite for dimensioning are assessed. As a result, plane plate specimens with a load application by means of friction is recommended for experimental determination.
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页码：433 / 446
页数：13
相关论文
共 38 条
[1]  
Brückner A(2006)Textile Reinforced Concrete for strengthening in bending and shear Mater Struct 39 741-748
[2]  
Ortlepp R(2008)Anchoring of shear strengthening for T-beams made of Textile Reinforced Concrete (TRC) Mater Struct 41 407-418
[3]  
Curbach M(2006)Stochastic modeling of multi-filament yarns. I. Random properties within the cross-section and size effect Int J Solids Struct 43 413-434
[4]  
Brückner A(2008)Textile Reinforced Concrete—the bridge between the textile industry and the construction sector Text J 125 58-69
[5]  
Ortlepp R(1945)The statistical theory of the strength of bundles of threads. I Proc R Soc Lond A183 405-435
[6]  
Curbach M(2004)Coatings for glass fibers in a cementitious matrix Acta Mater 52 4745-4755
[7]  
Chudoba R(2007)Nanostructured coatings of glass fibers: improvement of alkali resistance and mechanical properties Acta Mater 55 1043-1052
[8]  
Vořechovský M(2008)Influence of bond properties on the tensile behaviour of Textile Reinforced Concrete Cem Concr Compos 30 898-906
[9]  
Konrad M(2006)Load-bearing behaviour and simulation of Textile Reinforced Concrete Mater Struct 39 765-776
[10]  
Curbach M(2009)Tensile behavior of cementitious composite reinforced with epoxy impregnated multifilament yarns Int J Multiscale Comput Eng 7 115-133
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