Results 61 to 70 of about 1,254,950 (131)

A MODIFIED FORMULA TO PREDICT THE ULTIMATE LOAD CAPACITY OF REINFORCED CONCRETE CORBELS

open access: yesJournal of Engineering and Sustainable Development, 2019
Various methods are used in designing reinforced concrete corbels. The aim of the present research is to provide a modified formula to predict the ultimate strength of reinforced concrete corbels using nonlinear regression analysis of experimental data ...
Jassim Muhsin Aliewi
doaj  

Finite Element Analysis of the Shear Performance of Reinforced Concrete Corbels under Different Design Codes

open access: yesBuildings
This study aimed to investigate the shear performance of reinforced concrete corbels and to evaluate the accuracy and safety of the Chinese code GB 50010-2010’s triangular truss model and the American code ACI 318-19’s strut-and-tie model under various ...
Yuan Huang, Leilei Peng, Hanlin Wei
doaj   +1 more source

The Numerical Simulation of Disturbed Region Corbels Containing Sustainable Concrete

open access: yes, 2023
The concept of sustainable concrete is aimed at using alternative materials instead of natural resources in concrete production. In recent years, many experimental and numerical studies have been carried out to show that sustainable concrete is an ...
Saribas, Ilyas
core   +1 more source

A fracture-mechanics model for debonding of external fibre reinforced polymer plates on reinforced concrete beams

open access: yes, 2006
A Fracture-mechanics model for debonding of external fibre reinforced polymer plates on reinforced concrete beams is presented. The conventional methods of concrete-FRP interface analysis use finite element models, which require details of unknown and ...
Burgoyne, C., Achintha, M.
core   +1 more source

Test of reinforced concrete oviform pipe

open access: yes, 2016
This record was harvested from a previous catalogue system and will be withdrawn in 2025. Information in this record may be superseded or incomplete.
Reinforced Concrete and Monier Pipe Construction Co. Pty Ltd
core  

Modified interactive strut-and-tie model for shear strength prediction of RC corbels

open access: yesEngineering and Applied Science Research, 2019
On the basis of the modified Kupfer and Gerstle’s biaxial failure criterion ofconcrete, amodified interactive strut-and-tie model (MISTM) to predict the nominal shear strength of RC corbels was derived and is proposed in this paper.
Panatchai Chetchotisak   +2 more
doaj   +1 more source

Reinforced concrete trestles

open access: yes, 1900
This record was harvested from a previous catalogue system and will be withdrawn in 2025. Information in this record may be superseded or incomplete.
Reinforced Concrete and Monier Pipe Construction Co. Pty Ltd
core  

Numerical analysis of reinforced concrete dapped-end beams [PDF]

open access: yesRevista IBRACON de Estruturas e Materiais
The reinforced concrete dapped-ends present in beams, being regions of discontinuity, require non-trivial models for their analysis and design, such as the strut-and-tie model, the shear-friction model, and the finite element method.
Rejane Martins Fernandes Canha   +2 more
doaj   +1 more source

Effect of Concrete Compressive Strength on Performance of Fibrous Reinforced Concrete Corbels

open access: yesEngineering and Technology Journal, 2017
This paper presents an experimental investigation to study the behavior of fibrous high strength concrete corbels under the effect of static load. Totally six specimens with clear span to depth ratio equal to (0.7) were tested to failure. Three of the specimens provided with normal strength concrete with three different amounts of steel fibers (0%), (1%
openaire   +1 more source

Strength evaluation of concrete corbels cast in a different stage from the column

open access: yesRevista IBRACON de Estruturas e Materiais
The design of a precast structural system requires joints between the structural elements, and concrete corbels are commonly used in the connection between beams and columns.
D. L. ARAÚJO   +4 more
doaj   +1 more source

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