Results 11 to 20 of about 3,941 (234)

Theoretical and Experimental Studies of Two-Span Reinforced Concrete Deep Beams and Comparisons with Strut-and-Tie Method

open access: yesAdvances in Civil Engineering, 2021
Regarding the complicated behavior of continuous deep beams, a research program including three parts was conducted. First part: three continuous concrete deep beams with different shear span-to-depth ratios (a/h) were tested.
Mahsa Zargarian, Alireza Rahai
doaj   +1 more source

A Review on Strut and Tie Methods

open access: yesIOP Conference Series: Materials Science and Engineering, 2020
Abstract Strut and tie method (STM) provides simplified solutions to complicated design problems. It was an evolutionary discovery which lead to an improved understanding of shear and flexural deformations of the structures. STM is applicable to the regions of the structure where beam theory is not valid.
Kannan C Bhanu, N Ganesan, P V Indira
openaire   +1 more source

Experimental Testing of Reinforced Concrete Deep Beams Designed by Strut-And-Tie Method

open access: yesApplied Sciences, 2020
The aim of the research presented in this paper is the experimental confirmation of the numerically defined shapes of the Strut-and-Tie models, designed according to the EN 1992-1-1 recommendations, and obtained from the software “ST method”.
Anka Starčev-Ćurčin   +6 more
doaj   +1 more source

Strut-and-Tie Method for Prediction of Ultimate Shear Capacity of Shear-Strengthened RC deep beams with FRP [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2015
The main objective of this study is to propose the Strut-and-Tie method (STM) to predict the shear capacity of simply supported RC deep beams shear-strengthened with carbon fiber reinforced polymers (CFRP).
Masumeh Bahrami, Reza Aghayari
doaj   +1 more source

Application of Plasticity Theory to Reinforced Concrete Deep Beams [PDF]

open access: yes, 2008
yesThis paper reviews the application of the plasticity theory to reinforced concrete deep beams. Both the truss analogy and mechanism approach were employed to predict the capacity of reinforced concrete deep beams.
A. Ashour   +28 more
core   +1 more source

Pemodelan Numerik Perilaku Keruntuhan Balok Tinggi Beton Bertulang

open access: yesJurnal Teknik Sipil, 2019
Metode strut-and-tie model merupakan metode perencanaan struktur yang didasarkan pada pemahaman tentang adanya daerah D dan daerah B pada struktur beton bertulang.
Yosafat Aji Pranata, Bambang Suryoatmono
doaj   +1 more source

Probabilistic assessment of load-bearing capacity of deep beams designed by strut-and-tie method [PDF]

open access: yesMATEC Web of Conferences, 2019
This paper presents probabilistic assessment of load-bearing capacity and reliability for different STM of deep beams. Six deep beams having different reinforcement arrangement obtained on the basis of STM but the same overall geometry and loading ...
Buda-Ożóg Lidia
doaj   +1 more source

Struts and Tie-Rods in Motion [PDF]

open access: yesProceedings of the Institution of Mechanical Engineers, 1915
n ...
openaire   +1 more source

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

Strut-and-Tie Modeling of Reinforced Concrete Deep Beams [PDF]

open access: yes, 2018
Strut-and-tie models (STMs) are often used for the design of shear critical deep members because they can rationalize the shear transfer within discontinuous or disturbed regions in reinforced concrete structural elements.
Guadagnini, M.   +2 more
core   +1 more source

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