Results 101 to 110 of about 8,736 (231)

Penggunaan strategi pembelajaran pengarahan kendiri di kalangan pelajar-pelajar jurusan perakaunan jabatan perdagangan di politeknik [PDF]

open access: yes, 2001
Kajian ini adalah bertujuan untuk mengenalpasti tahap Strategi Pembelajaran Pengarahan Kendiri (SPPK) di kalangan para pelajar jurusan perakaunan, Jabatan Perdagangan, di 3 buah politeknik iaitu Politeknik Shah Alam, Politeknik Kota Melaka dan ...
Ahmad, Harlinda   +2 more
core  

Behavior of R.C. Columns Strengthened by CFRP Sheets Reinforced Partially by GFRP Bars

open access: yesTikrit Journal of Engineering Sciences
This paper presents results obtained from the tests to investigate the behavior of column specimens’ reinforcement by partially and fully GFRP bars and strengthened by CFRP sheets subjected to concentric and eccentrically applied loading.
Mohammed S. Irhayyim   +2 more
doaj   +1 more source

Analytical bond model for GFRP bars to steel fiber reinforced self-compacting concrete [PDF]

open access: yes, 2013
The objective of this study is to present a computational algorithm to analytically evaluate the bond behavior between GFRP bar and steel fiber reinforced self-compacting concrete (SFRSCC).
Barros, Joaquim A. O.   +3 more
core   +1 more source

Flexural Behaviour of GFRP Bars [PDF]

open access: yesInternational Journal of Trend in Scientific Research and Development, 2018
N. N. Morey, S. D. Patil, A. P. Khangan
openaire   +1 more source

Structural Behavior of High-Strength Concrete Slabs Reinforced with GFRP Bars. [PDF]

open access: yesPolymers (Basel), 2021
Adam MA   +3 more
europepmc   +1 more source

The effect of long-term and short-term loading on the flexural behavior of RC beams strengthened with the NSM method

open access: yesCase Studies in Construction Materials
This study investigates the impact of long-term and short-term loading on the flexural behavior of reinforced concrete (RC) beams strengthened using the near surface mounted (NSM) method.
Sima Rostami Aghouy   +2 more
doaj   +1 more source

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