Results 11 to 20 of about 3,771 (218)

Reinforced Concrete Corbels – State of the Art. [PDF]

open access: yesJournal of Materials and Engineering Structures, 2016
This paper represents a historical review, state-of-the-art review, on the experimental researches carried out on corbels in general and strengthening of corbels in particular.
Layla Ali Ghalib Yassin   +2 more
doaj   +3 more sources

Taxonomic revision of the genus Stenocyphus Marshall (Coleoptera, Curculionidae) from Brazil. [PDF]

open access: yesZookeys, 2013
Stenocyphus Marshall, 1922 (Entiminae, Naupactini) includes three species: the type species S. bituberosus (Gyllenhal, 1833), S. tuberculatus (Hustache, 1938), comb. n. herein transferred from Neoericydeus Hustache, 1938, and S. sextuberosus sp. n.
Guadalupe Del Río M, Lanteri AA.
europepmc   +5 more sources

Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization

open access: yesRevista IBRACON de Estruturas e Materiais, 2021
Reinforced concrete short corbels are components characterized to represent typical conditions of geometrical and static discontinuity. In general, the classical bending theory is not valid for their design.
Matheus Barbosa Moreira Cedrim   +2 more
doaj   +1 more source

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

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

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

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

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

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