Results 11 to 20 of about 269,665 (298)

Flexural behavior of RC continuous T-beams reinforced with hybrid CFRP/ steel bars (experimental and numerical study) [PDF]

open access: yesJES: Journal of Engineering Sciences, 2021
This study presents experimental and numerical investigations to understand the response and failure of hybrid RC continuous T-beams reinforced in flexure by both Carbon Fiber Reinforced Polymer (CFRP) bars and steel bars at sagging and hogging regions ...
Hesham Diab   +2 more
doaj   +1 more source

Study on flexural performance of prestressed glulam continuous beams under control influence

open access: yesJournal of Wood Science, 2021
Traditional glulam beam connection mode has a weak ability to transfer bending moment, leading to insufficient joint stiffness and mostly in the form of simply supported beams.
Lidan Mei   +4 more
doaj   +1 more source

FLEXURAL BEHAVIOR OF NORMAL AND HIGH STRENGTH CONTINUOUS BEAMS REINFORCED BY GFRP BARS

open access: yesJournal of Engineering and Sustainable Development, 2021
In the reinforced concrete structures, fiber reinforced polymer (FRP) has been considered an alternative material to steel reinforcement with the advantages of corrosion resistance, non-conductivity, and high strength to weight ratio.
Muayad M. Abdullah, Hassan F. Hassan
doaj   +3 more sources

Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams [PDF]

open access: yes, 2007
YesAlthough the depth of reinforced concrete deep beams is much higher than that of slender beams, extensive existing tests on deep beams have focused on simply supported beams with a scaled depth below 600 mm.
Ashour, Ashraf, Yang, Keun-Hyeok
core   +1 more source

A FINITE ELEMENT MODEL FOR THE STUDY OF THE CREEP AND SHRINKAGE EFFECTS IN THE PARTIALLY PRESTRESSED CONTINUOUS COMPOSITE BEAMS

open access: yesTikrit Journal of Engineering Sciences, 2005
A finite element model for the study of the creep, shrinkage and tensile stiffness between cracks effects in partially prestressed continuous composite beams with deformable shear connections is proposed in this paper.
Mazin Burhan
doaj   +3 more sources

Numerical Assessment on Continuous Reinforced Normal-Strength Concrete and High-Strength Concrete Beams

open access: yesBuildings, 2023
High-strength concrete (HSC) has been broadly applied to various civil structures for its advantages including high compressive strength and excellent durability and creep resistance.
Sensen Shi, Miao Pang, Tiejiong Lou
doaj   +1 more source

Experimental Analysis of Continuous Beams Made of Self-Compacting Concrete (Scc) Strengthened with Fiber Reinforced Polymer (Frp) Materials

open access: yesApplied Sciences, 2021
Strengthening of concrete structures is applied as a solution for various deterioration problems in civil engineering practice. This also refers to the structures made of self-compacting concrete (SCC), which is increasingly in use, but there is a lack ...
Žarko Petrović   +6 more
doaj   +1 more source

Bending Performance of Prestressed Continuous Glulam Beams

open access: yesAdvances in Civil Engineering, 2021
The limited transferring moment capability of Glulam (glued laminated wood) joints results in insufficient joint stiffness. Therefore, most of the connections are hinged joints.
Nan Guo   +4 more
doaj   +1 more source

Polarization Squeezing of Continuous Variable Stokes Parameters [PDF]

open access: yes, 2001
We report the first direct experimental characterization of continuous variable quantum Stokes parameters. We generate a continuous wave light beam with more than 3 dB of simultaneous squeezing in three of the four Stokes parameters.
A. Aspect   +13 more
core   +2 more sources

Moment constraints in beams with discrete and continuous rotational symmetry

open access: yesPhysical Review Accelerators and Beams, 2022
This study presents a general analysis of how the transverse rotational symmetry of a beam imposes equality constraints among transverse beam moments. Efficient analytic methods are developed to derive symmetry-imposed constraints among kth order moments
Jonathan C. Wong, Steven M. Lund
doaj   +1 more source

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