Results 11 to 20 of about 221,130 (261)

An Experimental Study on Flexural-Shear Behavior of Composite Beams in Precast Frame Structures with Post-Cast Epoxy Resin Concrete

open access: yesBuildings, 2023
Epoxy resin concrete has superior mechanical properties compared to ordinary concrete, and will play an increasingly important role in urban construction.
Peiqi Chen   +3 more
doaj   +1 more source

Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-tensioned Precast Concrete Beam-Column Sub-assemblages [PDF]

open access: yes, 2020
In this paper, four 1/2 scaled precast concrete (PC) beam-column sub-assemblages with high performance connection were tested under push-down loading procedure to study the load resisting mechanism of PC frames subjected to different column removal ...
Feng, D-C.   +4 more
core   +1 more source

Value Engineering of Beam, Column and Slab (Case: Library Building of Bengkalis)

open access: yesMedia Komunikasi Teknik Sipil, 2022
Cost construction must be planned efficiently and optimally. Value Engineering is planned approach with the aim of identifying and streamlining unnecessary costs with functional limitations and work quality (Firda, 2018).
Monika Natalia   +2 more
doaj   +1 more source

Shear design of HSC beams with combination of links and horizontal web steel [PDF]

open access: yes, 2012
The existing recommendations in Eurocode 2 and the British Code of Practice for the shear design of beams are derived from research conducted essentially on normal-strength concrete (NSC) with cube strengths up to 50 MPa, and it was found that the shear ...
Al-Hussaini, Abbas   +2 more
core   +2 more sources

Hysteresis Performance and Restoring-Force Model of Precast Concrete Ring-Lap Beam-Column Joints

open access: yesBuildings, 2023
In order to study the restoring-force characteristics of precast concrete ring-lap beam-column joints, three precast concrete ring-lap beam-column joint specimens and one cast-in-place concrete beam-column joint specimen were designed and fabricated, and
Min Zhang   +5 more
doaj   +1 more source

Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]

open access: yes, 2015
It has been assumed that the fiber-reinforced polymer/concrete interface is subjected to in-plane shear condition when intermediate crack debonding failure occurs.
Harries, Kent A.   +2 more
core   +2 more sources

Exterior reinforced concrete beam column joint subjected to monotonic loading

open access: yesAlexandria Engineering Journal, 2018
The joints between beams and columns are crucial zones in a reinforced concrete moment resisting frame. The behaviour of such joints greatly influences the strength and ductility of the overall frame.
Said M. Allam   +2 more
doaj   +1 more source

Study on failure mechanism of reinforced concrete beam based on cohesive zone model

open access: yesXibei Gongye Daxue Xuebao, 2022
The problem of crack propagation in reinforced concrete beams is common in practical engineering. It is very important to correctly describe the law of crack propagation, the mechanism of fracture failure and the internal stress and deformation ...
XIE Hao   +4 more
doaj   +1 more source

Effect of flexural crack on plain concrete beam failure mechanism A numerical simulation [PDF]

open access: yesFracture and Structural Integrity, 2016
The flexural failure of plain concrete beam occurs along with development of flexural crack on beam. In this paper by using ABAQUS, mechanism failure of plain concrete beam under three steps have been simulated.
Abdoullah Namdar   +4 more
doaj   +2 more sources

A Study on Self-Consolidate Concrete in Experimental Reinforced-Concrete Beam Column Structures with Alccofine and Steel Fiber

open access: yesAdvances in Civil Engineering, 2022
This paper discusses the concept of self-consolidating concrete mix with Alccofine-1203, superplasticizer, viscosity modification agent, crimped steel fiber on the RC beam column joint. Totally, eight reinforced-concrete (RC) column joints with M25 grade
G. Vimal Arokiaraj, G. Elangovan
doaj   +1 more source

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