Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Sadjad A. Hemzah"'
Publikováno v:
THE 6TH INTERNATIONAL CONFERENCE ON ENERGY, ENVIRONMENT, EPIDEMIOLOGY AND INFORMATION SYSTEM (ICENIS) 2021: Topic of Energy, Environment, Epidemiology, and Information System.
Publikováno v:
2022 International Symposium on Multidisciplinary Studies and Innovative Technologies (ISMSIT).
Publikováno v:
2022 International Symposium on Multidisciplinary Studies and Innovative Technologies (ISMSIT).
Publikováno v:
Structures. 24:99-106
This study aims to experimentally examine the structural behavior of self-compacting concrete hollow beams containing in-place circular openings in various positions. The studied parameters were the number and positions of openings that are strengthe
Publikováno v:
3RD INTERNATIONAL SCIENTIFIC CONFERENCE OF ALKAFEEL UNIVERSITY (ISCKU 2021).
Publikováno v:
Journal of Engineering and Applied Sciences. 14:5533-5540
Publikováno v:
Journal of Physics: Conference Series. 1973:012209
This study covered the impact of CFRP wrap on pre-damaged reinforced concrete (RC) columns. A total of Ten reinforced concrete columns were made of normal strength concrete, and eight of them were strengthened with CFRP, and all these specimens teste
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1067:012049
This study presents a numerical simulation of the behaviours of compact steel arch beams, with and without openings, using the commercial finite element software ABAQUS. Numerical model was firstly validated against under-publishing research to verif
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1067:012063
This paper experimentally and numerically (using the finite element analysis) examines cross-section shape effects on damaged SCC short columns enhanced with CFRP sheet wrapping. The impact of various strengthening techniques on the structural behavi
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 928:022143
This paper aims to study numerically the structural behaviour of partially loaded square SCC short columns strengthening with various techniques such as near-surface mounted with steel reinforcement bars (NSM), CFRP wrapping, and both of them (hybrid