Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Thushara Jayasinghe"'
Publikováno v:
Materials, Vol 17, Iss 10, p 2411 (2024)
This review focuses on recent advances in concrete durability using graphene oxide (GO) as a nanomaterial additive, with a goal to fill the gap between concrete technology, chemical interactions, and concrete durability, whilst providing insights for
Externí odkaz:
https://doaj.org/article/4f22329afeeb444097562f598028b65a
Autor:
J. Edmunds, L. Franco, Thushara Jayasinghe, Thusitha Ginigaddara, Paulo Vaz-Serra, Priyan Mendis
Publikováno v:
Electronic Journal of Structural Engineering, Vol 23, Iss 1 (2023)
For rural bridges in Australia, a common design practice is pouring in-situ concrete on top of beams in order to tie all the beams together and distribute load. However, pouring concrete on-site creates more risk and contractors prefer to avoid it. A
Externí odkaz:
https://doaj.org/article/b5eb2b8552854bbea56834030130fccf
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e01102- (2022)
Despite 70 years of investigations in understanding the shear behaviour of reinforced concrete members, it is again gaining attention among structural engineers as the recently issued Australian concrete design standard, AS 3600 updated its shear pro
Externí odkaz:
https://doaj.org/article/f25d240ef45f418a8cb0a5ee608aa58a
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00617- (2021)
The Australian Concrete Code (AS 3600) went through a number of significant changes to the shear provisions in the last decade through the introduction of the modified compression field theory. However, there were some discrepancies identified, speci
Externí odkaz:
https://doaj.org/article/98792345ad2d496e9fed43701582083c
Autor:
null J. Edmunds, null L. Franco, Thushara Jayasinghe, Thusitha Ginigaddara, Paulo Vaz-Serra, Priyan Mendis
Publikováno v:
Electronic Journal of Structural Engineering. 23:46-63
For rural bridges in Australia, a common design practice is pouring in-situ concrete on top of beams in order to tie all the beams together and distribute load. However, pouring concrete on-site creates more risk and contractors prefer to avoid it. A
Autor:
Thushara Jayasinghe, Bo wei Chen, Zhaorui Zhang, Xinchen Meng, Yajie Li, Tharaka Gunawardena, Sujith Mangalathu, Priyan Mendis
Publikováno v:
Construction and Building Materials. 387:131604
Publikováno v:
Archives of Civil and Mechanical Engineering. 22
Aggregate interlock is a stress transfer mechanism in cracked concrete. After concrete cracks under tensile loading, crack interfaces can experience significant slip deformation due to the applied crack kinematics. Upon rising slip along crack interf
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss, Pp e00617-(2021)
The Australian Concrete Code (AS 3600) went through a number of significant changes to the shear provisions in the last decade through the introduction of the modified compression field theory. However, there were some discrepancies identified, speci
Publikováno v:
Volume 2: Pipeline Safety Management Systems; Project Management, Design, Construction, and Environmental Issues; Strain Based Design; Risk and Reliability; Northern, Offshore, and Production Pipelines.
A systematic research program was undertaken with the objective of developing quantitative geotechnical parameters to support soil-pipe interaction assessment for buried pipelines in muskeg. For this purpose, a field geotechnical investigation progra