Zobrazeno 1 - 10
of 44
pro vyhledávání: '"M A, Junaid"'
Publikováno v:
Results in Engineering, Vol 18, Iss , Pp 101058- (2023)
Reliable measurement of deformations and crack assessment of concrete structural elements under loading is essential for evaluating the performance and durability of these elements. Traditionally, structural elements are monitored under loading with
Externí odkaz:
https://doaj.org/article/702e89a2ecdb42feb8a9dd64f94eb38e
Publikováno v:
Structures. 45:1751-1761
Publikováno v:
Structures. 35:1295-1307
An experimental investigation into the shear behavior of Glass Fiber Reinforced Polymer (GFRP) reinforced concrete beams is presented. The study also looks at the effectiveness of shear strengthening of such beams using externally-bonded Carbon Fiber
Publikováno v:
Asian Review of Accounting, 2014, Vol. 22, Issue 2, pp. 78-97.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/ARA-09-2013-0060
Autor:
Haider, Sadiqa Bano1 dhdrsadiqahaider@gmail.com, Khan, M. Taha Junaid1, Mahesar, Sikandar Ali1, Umar, M. Farooque1, Mehdi, Syed Hussain1, Muttaqi, Abdullah1
Publikováno v:
Pakistan Journal of Surgery. Oct-Dec2020, Vol. 36 Issue 4, p292-298. 7p.
Publikováno v:
International Journal of Applied Science and Engineering. 18:1-20
This research paper reports results of strength development properties of ambient-cured alkali activated binders (AABs) and their reliance on different parameters, such as type of pre-cursor materials & their proportions, type & ratio of activators,
Autor:
Abdalla Elbana, M. Talha Junaid
Publikováno v:
Structures. 27:1384-1395
This paper investigates the flexural capacities and deflection characteristics of ordinary portland cement-based concrete (OPCC) and geopolymer concrete (GPC) beams reinforced with glass-fiber-reinforced polymer bars (GFRP). The applicability of carb
Publikováno v:
Structures. 24:666-677
This experimental work presents the flexural response, before and after strengthening, of Geopolymer concrete beams reinforced with Glass Fiber Reinforced Polymer (GFRP) bars as main and only reinforcement. A total of nine beams were subjected to qua
Publikováno v:
2022 Advances in Science and Engineering Technology International Conferences (ASET).