Results 61 to 70 of about 11,684 (215)

Amalan penggunaan modul pengajaran berasaskan modul multimedia interaktif (MMI) dalam Pendidikan Teknik Dan Vokasional (PTV) [PDF]

open access: yes, 2013
Kajian Amalan Penggunaan Modul Pengajaran Berasaskan Modul Multimedia Interaktif (MMI) dalam Pendidikan Teknik dan Vokasional (PTV) bertujuan mengkaji pengaruh faktor demografi terhadap pengetahuan dan kemahiran dalam amalan penggunaan MMI.
Assin, Mizan Kamalina
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Novel Recyclable Hierarchical Carbon Fiber/Epoxy Composites: Preserving Fiber Length and Orientation Using Elium

open access: yesPolymer Composites, EarlyView.
Schematic illustration of a hierarchical recycling approach that preserves reinforcing fiber orientation. ABSTRACT Current recycling methods for polymer matrix composites produce short, unoriented carbon fibers, limiting their use to intermediate‐strength applications.
Carol Winnifred Rodricks   +3 more
wiley   +1 more source

Comparison of the Flexural Performance and Behaviour of Fly-Ash-Based Geopolymer Concrete Beams Reinforced with CFRP and GFRP Bars

open access: yesAdvances in Materials Science and Engineering, 2020
A construction system with high sustainability, high durability, and appropriate strength can be supplied by geopolymer concrete (GPC) reinforced with glass fibre-reinforced polymer (GFRP) bars and carbon fibre-reinforced polymer (CFRP) bars. Few studies
Hemn Qader Ahmed   +2 more
doaj   +1 more source

Numerical Modelling of Timber Beams with GFRP Pultruded Reinforcement

open access: yesBuildings, 2022
Timber structural members have been widely adopted and used in construction due to their inherent characteristics. The main objective of this work is to assess the performance of timber beams with GFRP pultruded beam reinforcement subjected to flexure. A
Satheeskumar Navaratnam   +5 more
doaj   +1 more source

Recycled Glass Fiber Reinforced Polymer Composites Incorporated in Mortar for Improved Mechanical Performance [PDF]

open access: yes, 2017
Glass fiber reinforced polymer (GFRP) recycled from retired wind turbines was implemented in mortar as a volumetric replacement of sand during the two phases of this study.
Englund, Karl   +4 more
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Effect of fiber dosage and prestress level on shear behavior of hybrid GFRP-steel reinforced concrete I-shape beams without stirrups [PDF]

open access: yes, 2016
Corrosion of steel reinforcements embedded in concrete elements is generally known as one of the most common reasons that shorten the service life of the structures.
Barros, Joaquim A. O.   +3 more
core   +1 more source

Effect of stirrup spacing on strengthening beams with insufficient shear capacity using innovative mechanical steel stitches

open access: yesStructural Concrete, EarlyView.
Abstract This study investigates experimentally and analytically the effect of stirrup spacing variation on the behavior of reinforced beams in the 45°‐inclined innovative mechanical steel stitches (MSSs) application for the strengthening of reinforced concrete beams with insufficient shear capacity.
Ceyhun Aksoylu   +4 more
wiley   +1 more source

Experimental Study on Uniaxial Compression of Bamboo Poles with Different Reinforcements [PDF]

open access: yesMATEC Web of Conferences, 2019
The natural round bamboo is a kind of ecological building material with many excellent physical and mechanical characteristics, such as fast growth, high strength and good environmental performance. However, the natural round bamboos were barely used for
Meng Xinmiao   +3 more
doaj   +1 more source

Flexural behavior of HSC beams reinforced by hybrid GFRP bars with steel wires

open access: yesCase Studies in Construction Materials, 2022
This study offers the flexural performance of HSC beams of 60 MPa compressive strength with locally manufactured hybrid-GFRP (HGFRP) bars with steel wires in experimental and analytical manners.
Taha A. El-Sayed   +3 more
doaj   +1 more source

Kinerja Jembatan Rangka Baja Yang Diperkuat Dengan GFRP (Glass Fiber-Reinforced Polymer) [PDF]

open access: yes, 2013
Analysis of the data in this study is focused on a comparison of the results of direct testingdeflection field with SAP 2000 analysis and manual calculation of loading field and standard(RSNI T-02-2005) with a maximum deflection limit bridge.Based on the
Purwanto, E. (Eddy)   +2 more
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