Results 1 to 10 of about 12,885 (226)

DOWEL ACTION BETWEEN TWO CONCRETES

open access: yesJournal of Engineering, 2009
This paper reports eight tests in which in-plane shear forces are applied across the joint between two different concretes forming a composite action. Shear can be transmitted across the joint either by interlocking of the aggregate particles protruding
Husain M. Husain   +2 more
doaj   +2 more sources

Modelling dowel action of discrete reinforcing bars in cracked concrete structures [PDF]

open access: yesAIP Conference Proceedings, 2010
AIP Conference Proceedings, vol. 1233 entitled: ISCM II and EPMESC XII : proceedings of the 2nd International Symposium on Computational Mechanics and the 12th International Conference on the Enhancement and Promotion of Computational Methods in ...
Kwan, AKH, Lam, JYK, Ng, PL
core   +3 more sources

Analysis of Dowel Action in Reinforced Concrete Beams with Shear Reinforcement

open access: yesCivil and Environmental Engineering, 2021
The shear transfer mechanism was examined to view the contributions of different components of shear transfer such as aggregate interlocking, dowel force and uncracked compression zone.
Joshi Sreenivasa Prasad   +2 more
doaj   +2 more sources

Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect

open access: yesAdvances in Materials Science and Engineering, 2018
To investigate the mechanical properties of dowel action under fatigue loads, 3 reinforced concrete specimens with different bar diameters (12 mm, 20 mm, and 25 mm) were subjected to the fatigue loading and were designed to investigate the attenuation ...
Pengfei Li, Ni Tan, Chengzhi Wang
doaj   +2 more sources

Effectiveness evaluation of different steel fibers on the shear strength of reinforced SFRC slender beams without web rebars [PDF]

open access: yesScientific Reports
Current studies have mainly focused on the effect of specific steel fibers on the shear performance of steel fiber-reinforced concrete (SFRC) slender beams.
Minglei Zhao   +3 more
doaj   +2 more sources

Dynamic Response Analysis of Dowel-Slot Grouting Assembly Station under earthquake action

open access: yesElectronic Journal of Structural Engineering
 In order to study the seismic performance of Dowel-Slot Grouting Assembly Station, the displacement and stress changes of the station and the cast-in-place station under horizontal, vertical and horizontal-vertical coupled earthquakes were compared by ...
Guanhua Cui   +5 more
doaj   +2 more sources

A NEW PREDICTIVE EQUATION FOR PUNCHING SHEAR STRENGTH OF REINFORCED CONCRETE FLAT SLABS BASED ON NUMERICAL PARAMETRIC STUDY [PDF]

open access: yesEuropean Journal of Materials Science and Engineering, 2023
The paper proposes a new equation for the prediction of punching shear strength of reinforced concrete flat slabs. The basis of the new predictive equation is a detailed numerical parametric study conducted using the nonlinear 3D finite element analysis ...
Berhanemeskel BIYAN   +3 more
doaj   +1 more source

Shear behavior of self-consolidating concrete deep beams reinforced with hybrid of steel and GFRP bars

open access: yesAin Shams Engineering Journal, 2023
This paper experimentally investigates the dowel action contribution of longitudinal reinforcement, a hybrid of steel and GFRP bars (usually adopted for avoiding corrosion of steel bars), in concrete deep beams for different reinforcement schemes.
Aref Abadel   +4 more
doaj   +1 more source

Investigation of the Dowel and Friction Forces in Fiber Reinforced Ultra High Performance Concrete Beams [PDF]

open access: yesEngineering and Technology Journal, 2012
The phenomenon of dowel action as a shear transfer mechanism across cracks has long been recognized as an important component of the overall shear resistance capacity of reinforced concrete beams.
Kaiss F. Sarsam   +2 more
doaj   +1 more source

Modelling of the shear resistance of self-stressed beams reinforced with FRP applying the Critical Shear Crack Theory [PDF]

open access: yesMATEC Web of Conferences, 2021
This paper presents a mechanical model of the shear resistance based on Critical Shear Crack Theory (CSCT) and its application for the checking of the shear ultimate state of self-stressed elements reinforced with FRP bars.
Tur Viktar, Varabei Aliaksandr
doaj   +1 more source

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