MAGAZINE OF CONCRETE RESEARCH - Journal - Bridge of Knowledge

MAGAZINE OF CONCRETE RESEARCH

ISSN:

0024-9831

eISSN:

1751-763X

Disciplines
(Field of Science):

architecture and urban planning (Engineering and Technology)
civil engineering, geodesy and transport (Engineering and Technology)
materials engineering (Engineering and Technology)
environmental engineering, mining and energy (Engineering and Technology)
heritage protection and conservation of monuments (Engineering and Technology)
medical biology (Medical and Health Sciences )
pharmacology and pharmacy (Medical and Health Sciences )
biotechnology (Natural sciences)
chemical sciences (Natural sciences)

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Ministry points: Help

Ministry points - current year
Year	Points	List
Year 2025	70	Ministry scored journals list 2024

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Ministry points - previous years
Year	Points	List
2025	70	Ministry scored journals list 2024
2024	70	Ministry scored journals list 2024
2023	70	Ministry Scored Journals List
2022	70	Ministry Scored Journals List 2019-2022
2021	70	Ministry Scored Journals List 2019-2022
2020	70	Ministry Scored Journals List 2019-2022
2019	70	Ministry Scored Journals List 2019-2022
2018	25	A
2017	25	A
2016	25	A
2015	25	A
2014	25	A
2013	20	A
2012	25	A
2011	25	A
2010	20	A

Model:

Hybrid

Points CiteScore:

Points CiteScore - current year
Year	Points
Year 2023	4.6

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Points CiteScore - previous years
Year	Points
2023	4.6
2022	5
2021	4.6
2020	3.9
2019	3.6
2018	3.1
2017	2.6
2016	2.4
2015	1.9
2014	1.6
2013	1.2
2012	1.2
2011	1.2

Impact Factor:

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Sherpa Romeo:

https://v2.sherpa.ac.uk/id/publication/12128

Papers published in journal

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total: 1

Year 2002

Influence of grout proportions on modulus of elascity of two-stage concrete
Publication
- H. Abdelgader
- J. Górski
- MAGAZINE OF CONCRETE RESEARCH - Year 2002
Omówiono badania doświadczalne przeprowadzone dla betonu dwuetapowego. Beton wykonano z kruszywa otoczakowego przy zastosowaniu trzech różnych proporcji w/c i c/p. Na drodze statystycznej opracowano prosty wzór umożliwiający wstępne szacowanie wartości siecznego modułu Younga. Ponieważ metoda dwuetapowa pozwala na zachowanie kontaktu pomiędzy poszczególnymi elementami kamiennego szkieletu wypełniającego formę, wytrzymałość uzyskanego...

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