Results 11 to 20 of about 3,730 (202)

Behavior of Corbels Strengthened with Carbon Fiber Reinforced Polymers (CFRP) – Numerical Study [PDF]

open access: yesEngineering and Technology Journal, 2014
In this paper, a numerical modeling performed to study the effect of carbon fiber reinforced polymers (CFRP) as a shear strengthening of corbels.
Sameh Badry Tobeia
doaj   +1 more source

Nonlinear Finite Element Analysis of High Strength Fiber Reinforced Concrete Corbels [PDF]

open access: yesEngineering and Technology Journal, 2008
This research work presents a nonlinear fini te elementinvestigation on the behavior of high strength fiber reinforced concretecorbels. This investigation is carried out in order to get a betterunderstanding of their behavior throughout the entire ...
Maha Mohammed Saeed Ridha
doaj   +1 more source

Композиция фасадов общественных и жилых зданий в г. Семей (вторая половина XIX — начало XX вв.) [PDF]

open access: yes, 2016
The article considers the issues of facade composition of the architectural monuments of the city of Semey in the second half of the nineteenth and early twentieth centuries.В статье раскрываются вопросы решения композиции фасадов памятников архитектуры ...
Yespenbet, A. S.   +1 more
core   +1 more source

Ultra-high performance steel fibers concrete corbels: Experimental investigation

open access: yesCase Studies in Construction Materials, 2017
In the present paper, results of testing eleven ultra-high performance steel fibers concrete (UHPSFC) corbels with concrete compressive strength 150 MPa and under vertical loading are reported. The main test variables were shear span-to depth ratio, main
Maha M.S. Ridha   +2 more
doaj   +1 more source

Shear capacity of reinforced concrete corbels using mechanism analysis [PDF]

open access: yes, 2012
A mechanism analysis is developed to predict the shear capacity of reinforced concrete corbels. Based on shear failure observed in experimental tests, kinematically admissible failure mechanisms are idealised as an assemblage of two rigid blocks ...
Abdul-Wahab HMS   +22 more
core   +1 more source

Primary and secondary reinforcements in reinforced concrete corbels

open access: yesJournal of Civil Engineering and Management, 2013
The study is concerned with normal-strength concrete corbels. 30 such corbels were studied by finite element modelling and the variables considered include ratios of primary and secondary reinforcement, type of applied loading, vertical or horizontal ...
Mehdi Rezaei   +2 more
doaj   +1 more source

Experimental and numerical study on structural behavior of reactive powder concrete corbels without stirrups

open access: yesCase Studies in Construction Materials, 2023
This paper presents a study that explores the application of reactive powder concrete (RPC), a modern construction material, to corbels without stirrups.
Patomphop Wongtala   +3 more
doaj   +1 more source

Kufic ornamental motifs in the wall paintings of six churches in Southern Italy [PDF]

open access: yes, 2016
The churches we are concerned with here are in South eastern Italy where, more than in other parts of Southern Italy (with the exception of Calabria),the Byzantine presence and Byzantine influence were obviously strong.
Fontana, MARIA VITTORIA
core   +1 more source

Prediction of Shear Strength for Steel-Fiber High-Strength Concrete Corbels with the Softened Strut-and-Tie Model

open access: yesBuildings, 2023
On the basis of the test results of nine steel-fiber high-strength concrete corbel specimens subjected to a vertical load, the influence of the steel fiber content on the shear performance of corbels was analyzed.
Shu-Shan Li   +7 more
doaj   +1 more source

Finite-Element Analysis of Shear-off Failure of Keyed Dry Joints in Precast Concrete Segmental Bridges [PDF]

open access: yes, 2014
This article has been made available through the Brunel Open Access Publishing Fund.The structural behaviour of precast concrete segmental bridges is largely dependent on the behaviour of the joints between segments.
Giulio Alfano   +5 more
core   +1 more source

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