Multiscale modelling of the degradation progress in the localised fracture zone of carbon fibre reinforced high-performance concrete subjected to high-cycle tension and flexural tension fatigue loading - phase 2: damage accumulation and degradation predic
Multiscale modelling of the degradation progress in the localised fracture zone of carbon fibre reinforced high-performance concrete subjected to high-cycle tension and flexural tension fatigue loading - phase 2: damage accumulation and degradation predic
批准号:
354003768
负责人:
Professor Dr.-Ing. Oliver Fischer
金额:
$0.0万
依托单位国家:
德国
项目类别:
Priority Programmes
财政年份:
--
资助国家:
德国
项目状态:
未结题
起止时间:
中文摘要
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英文摘要
In order to be able to replace complex fatigue tests with corresponding numerical simulations in the future, the mechanisms leading to degradation are investigated on a high-performance concrete. The high performance concrete used achieves very high tensile and flexural strength by mixing in oriented short carbon fibres and can serve as a starting point for the future modelling of the fatigue behaviour of other high performance concretes with a more complex composition. In the first funding phase, multiple measuring methods acting on different scale levels were combined for this purpose. At the macro level, in cyclical, uniaxial tensile tests, sound emission analysis and coda wave interferometry were used in addition to conventional measurement methods such as digital image correlation to represent the internal damage. In addition, the conductivity of the carbon fibres made it possible to determine the damage in the test specimen by measuring the electrical resistance. On the micro and meso level, the microstructure of unloaded test specimens on the one hand and the development of microcracks on the other hand were recorded in flexural tensile tests with the aid of computer tomography and microscopic examinations. On the basis of the data thus obtained, microstructure-oriented unit cells (RVE's) were developed in which the carbon fibres were connected to the surrounding matrix via slip-displacement conditions. First crack development simulations are planned until the end of the first funding phase.In the second funding phase, the necessary investigations are to be continued by the proven closely networked project group, which combines the strengths of two experimental research institutions on different scale levels, supplements them with highly specialized non-destructive measurement methods and leads to numerical multi-scale modelling. A special focus is placed on the description of fatigue behaviour and degradation prognosis. In particular, the question of microscopic failure (fibre extraction or fibre crack) of the carbon fibres themselves has to be answered. Therefore, the applied measuring methods on micro- as well as on macro-level will be supplemented or further developed to the extent that the transition from fatigue phase II to phase III can be fundamentally investigated. In addition to the systems used in the first period, transmission electron microscopy (TEM) is used. The digital image correlation as well as the resistance measurement will be further developed in order to better understand the damages inside and outside.In addition, the aspect of damage accumulation will be intensively examined. On all considered scale levels sequence effects are investigated and evaluated in order to work out their influence on material degradation. The knowledge gained in this way flows directly into the validation of the mathematical simulation in the models.
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Joining and design principles for two- and three-dimensional filigree trusses constructed of form-optimized UHPC rod members and corrosion-free CFRP-reinforcement
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批准号:257612823
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项目类别:Priority Programmes
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资助金额:$0.0万
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财政年份:2014
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负责人:Professor Dr.-Ing. Oliver Fischer
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依托单位:
Formoptimierte filigrane Stäbe aus UHPC und korrosionsfreier CFK-Bewehrung für variable räumliche Stabtragwerke
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批准号:198111225
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项目类别:Priority Programmes
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资助金额:$0.0万
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财政年份:2011
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负责人:Professor Dr.-Ing. Oliver Fischer
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依托单位:
A method for efficient numerical simulation of masonry under centric/eccentric and/or cyclic biaxial loading derived from near-realistic small-scale experimental tests – Extension, enhancement and validation of the unit-cell-methodology for plain and stre
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批准号:325493675
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项目类别:Research Grants
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资助金额:$0.0万
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财政年份:--
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负责人:Professor Dr.-Ing. Oliver Fischer
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依托单位:
国内基金
海外基金
Improving modelling of compact binary evolution.
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批准号:10903001
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项目类别:青年科学基金项目
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资助金额:20.0万元
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批准年份:2009
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负责人:史蒂芬
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依托单位: