Zobrazeno 1 - 10
of 92
pro vyhledávání: '"Max A.N. Hendriks"'
Publikováno v:
Case Studies in Thermal Engineering, Vol 35, Iss , Pp 102088- (2022)
The process of ice melting during abrasive interactions with concrete is essential in a variety of contact phenomena. In this paper, we refer to abrasive tests for different samples of concrete with roughness in the range of 9–35 μm. The experimen
Externí odkaz:
https://doaj.org/article/f52207653c4b4636bd713d53630cc72a
Publikováno v:
Infrastructures, Vol 5, Iss 9, p 76 (2020)
The most common methods for detecting chloride-induced corrosion in concrete bridges are half-cell potential (HCP) mapping, electrical resistivity (ER) measurements, and chloride concentration testing, combined with visual inspection and cover measur
Externí odkaz:
https://doaj.org/article/1da3aefe95da433d97045c0d539267ad
Publikováno v:
Engineering Structures, 251
Significant infill wall damage in reinforced concrete frame buildings was observed in the past earthquakes. A vast number of numerical approaches have been proposed to estimate the non-linear behavior of infilled frames at different scales. Mesoscale
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e9546c64142b6d8f363d6b8fccbadd18
http://resolver.tudelft.nl/uuid:91afe859-a413-467c-84dc-82e0d61ad6e9
http://resolver.tudelft.nl/uuid:91afe859-a413-467c-84dc-82e0d61ad6e9
Publikováno v:
Construction and Building Materials, 318
Acoustic emission (AE) signal parameters can be used to classify the source type in concrete structures. However, signal parameters are influenced by the wave propagation from the source to the receiver, leading to wrong source classification results
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::723ce40d604bc8cd113215fd9ff279d4
http://resolver.tudelft.nl/uuid:70518569-822f-498f-b95e-9fc160329f54
http://resolver.tudelft.nl/uuid:70518569-822f-498f-b95e-9fc160329f54
Publikováno v:
Engineering structures
Engineering Structures, 263
Engineering Structures, 263
Alkali–silica reaction (ASR) in concrete causes expansion and degradation of the material, which might give adverse structural consequences. From the structural engineer point view, the greatest concern is if ASR leads to loss of structural integri
Publikováno v:
Engineering Structures, 266
Strut-and-Tie modelling (STM) has been widely applied to design D-regions of reinforced concrete structures. For economic and environmental reasons there is a need for optimized Strut-and-Tie models. How to optimize Strut-and-Tie models considering m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b832aabc925b91490875d2f8207027f5
http://resolver.tudelft.nl/uuid:ad0ad484-be78-4e34-9719-3ecea89e176b
http://resolver.tudelft.nl/uuid:ad0ad484-be78-4e34-9719-3ecea89e176b
Publikováno v:
Magazine of Concrete Research, 72(3)
Magazine of Concrete Research
Magazine of Concrete Research
The cracking behaviours of reinforced-concrete (RC) ties are investigated by conducting virtual experiments using non-linear finite-element analysis. The assumptions in the model are verified by benchmarking the classical experiments of B. Bresler an
Publikováno v:
Finite Elements in Civil Engineering Applications ISBN: 9781003211365
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d0fc4e5fe3dddcc7056092f397e951f5
https://doi.org/10.1201/9781003211365-55
https://doi.org/10.1201/9781003211365-55