Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of Results

Material-efficient, highly load-bearing members made of high-performance compressive concretes are often exposed to cyclical loads because of their slender construction, which can be relevant to the design. When investigating the fatigue behaviour of high-performance concretes in pressure swell test...

Full description

Bibliographic Details
Main Author: Melchior Deutscher
Format: Article
Language:English
Published: MDPI AG 2021-10-01
Series:Applied Mechanics
Subjects:
Online Access:https://www.mdpi.com/2673-3161/2/4/44
_version_ 1797506830426963968
author Melchior Deutscher
author_facet Melchior Deutscher
author_sort Melchior Deutscher
collection DOAJ
description Material-efficient, highly load-bearing members made of high-performance compressive concretes are often exposed to cyclical loads because of their slender construction, which can be relevant to the design. When investigating the fatigue behaviour of high-performance concretes in pressure swell tests, however, the specimen temperature rises strongly owing to the elevated loading rate at frequencies higher than 3 Hz. This leads to a negative influence on the achieved number of load cycles compared to tests carried out at slow speeds and calculated values, for example, according to fib Model Code 2010. This phenomenon, which was already observed, must be considered when generating design formulae or Wöhler lines for component design, as the test conditions with high constant load frequencies as well as sample storage in a climate chamber at constant conditions are prerequisites that cannot be expected in real material applications. Therefore, laboratory testing influences must be eliminated in order to avoid underestimating the material. Instead of adjusting the test conditions to prevent or control temperature development, as was the case in previous approaches, this article shows how the temperature effects can be corrected when analysing the results, considering both the applied stress and the maximum temperature reached. For this purpose, a calculation method was developed that was validated on the basis of a large number of fatigue tests. Thus, in the future, the application of one temperature sensor to the test specimen can effectively advance the extraction of values for Wöhler curves, even with high test frequencies.
first_indexed 2024-03-10T04:39:01Z
format Article
id doaj.art-ddbb88d90e9c40d2b9c75690f123df1b
institution Directory Open Access Journal
issn 2673-3161
language English
last_indexed 2024-03-10T04:39:01Z
publishDate 2021-10-01
publisher MDPI AG
record_format Article
series Applied Mechanics
spelling doaj.art-ddbb88d90e9c40d2b9c75690f123df1b2023-11-23T03:34:44ZengMDPI AGApplied Mechanics2673-31612021-10-012476678010.3390/applmech2040044Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of ResultsMelchior Deutscher0Institute of Concrete Structures, Technische Universität Dresden, 01069 Dresden, GermanyMaterial-efficient, highly load-bearing members made of high-performance compressive concretes are often exposed to cyclical loads because of their slender construction, which can be relevant to the design. When investigating the fatigue behaviour of high-performance concretes in pressure swell tests, however, the specimen temperature rises strongly owing to the elevated loading rate at frequencies higher than 3 Hz. This leads to a negative influence on the achieved number of load cycles compared to tests carried out at slow speeds and calculated values, for example, according to fib Model Code 2010. This phenomenon, which was already observed, must be considered when generating design formulae or Wöhler lines for component design, as the test conditions with high constant load frequencies as well as sample storage in a climate chamber at constant conditions are prerequisites that cannot be expected in real material applications. Therefore, laboratory testing influences must be eliminated in order to avoid underestimating the material. Instead of adjusting the test conditions to prevent or control temperature development, as was the case in previous approaches, this article shows how the temperature effects can be corrected when analysing the results, considering both the applied stress and the maximum temperature reached. For this purpose, a calculation method was developed that was validated on the basis of a large number of fatigue tests. Thus, in the future, the application of one temperature sensor to the test specimen can effectively advance the extraction of values for Wöhler curves, even with high test frequencies.https://www.mdpi.com/2673-3161/2/4/44UHPCfatigue behaviourtemperature increaseWöhler curve
spellingShingle Melchior Deutscher
Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of Results
Applied Mechanics
UHPC
fatigue behaviour
temperature increase
Wöhler curve
title Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of Results
title_full Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of Results
title_fullStr Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of Results
title_full_unstemmed Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of Results
title_short Consideration of the Heating of High-Performance Concretes during Cyclic Tests in the Evaluation of Results
title_sort consideration of the heating of high performance concretes during cyclic tests in the evaluation of results
topic UHPC
fatigue behaviour
temperature increase
Wöhler curve
url https://www.mdpi.com/2673-3161/2/4/44
work_keys_str_mv AT melchiordeutscher considerationoftheheatingofhighperformanceconcretesduringcyclictestsintheevaluationofresults