Zobrazeno 1 - 10
of 164
pro vyhledávání: '"Beushausen, Hans"'
Publikováno v:
In Construction and Building Materials 9 August 2024 438
Publikováno v:
In Cement and Concrete Research November 2023 173
Autor:
Beushausen, Hans-Dieter
Includes bibliographical references (leaves 231-243).
The performance of bonded concrete overlays relates mainly to the resistance against cracking and debonding. The associated failure mechanisms are largely a result of differential volume chan
The performance of bonded concrete overlays relates mainly to the resistance against cracking and debonding. The associated failure mechanisms are largely a result of differential volume chan
Externí odkaz:
http://hdl.handle.net/11427/5050
Autor:
Alexander, Mark, Beushausen, Hans
Publikováno v:
In Cement and Concrete Research August 2019 122:17-29
Publikováno v:
In Cement and Concrete Research May 2019 119:11-20
Autor:
Beushausen, Hans, Arito, Philemon
Publikováno v:
In Construction and Building Materials 20 June 2018 174:38-46
Publikováno v:
MATEC Web of Conferences, Vol 361, p 03002 (2022)
The patch repair method is one of the most common approaches used by engineers for repairing reinforced concrete structures that have been damaged. Despite its popularity, the knowledge on material properties pertinent to a durable structural repair
Externí odkaz:
https://doaj.org/article/a3fce3dc643e4a65bee62570cd015fd3
Publikováno v:
MATEC Web of Conferences, Vol 364, p 02012 (2022)
Unlike natural aggregate particles, recycled concrete aggregates contain hardened cement paste phases and multiple interfacial transition zones. These differences in properties may be linked to a decrease in durability performance in recycled aggrega
Externí odkaz:
https://doaj.org/article/8f8687141fa749409b7d52b336f62ef3
Publikováno v:
MATEC Web of Conferences, Vol 364, p 03010 (2022)
Electrical resistivity measurements are used to assess the potential durability of concrete. The surface resistivity method is a popular method because of the ease of testing, non-destructive nature, and time efficiency. The moisture state of concret
Externí odkaz:
https://doaj.org/article/21b7d17bb00244c7b40824df52cf900b
Publikováno v:
MATEC Web of Conferences, Vol 364, p 04007 (2022)
Reinforcement corrosion causes destruction to the steel by a loss in cross section and rib height, which can affect the bond between steel and concrete. During repair of corrosion-damaged reinforced concrete members, a protective coating is usually a
Externí odkaz:
https://doaj.org/article/74dcf5dc2a2c4e8ebcf0b0433568ad62