Results 11 to 20 of about 178 (96)

Design of deep pile caps by strut-and-tie models

open access: yesRevista IBRACON de Estruturas e Materiais, 2019
There are many methods for designing pile caps, but there is still no consensus on which one provides the best approach for the practical engineers. In Brazil, many structural designers use the classical Blévot method; however, the applicability of the ...
D. M. SANTOS   +2 more
doaj   +2 more sources

Reinforced Concrete Corbel’s Behavior using Strut and Tie Model

open access: yesJournal of the Civil Engineering Forum, 2018
Reinforced concrete (RC) corbel is one of a disturbed region of elements of the structure. SNI 2847: 2013 as a guideline from Ministry of Public Works provides the design of RC corbels by the conventional method and with Strut and Tie Model (STM).
Mutmainnah Rahman Putri
doaj   +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

Analysis of Reinforced Concrete D-Regions Using Strut-and-Tie Model [PDF]

open access: yesThe Egyptian International Journal of Engineering Sciences and Technology, 2016
The developed Strut-and-Tie Model (STM) has no unique shape for each load caseof a given structural problem as long as the selected idealized internal load-resistingtruss is in equilibrium with boundary forces, and also stresses in its components"struts,
A Ghoniem, M Khater, H Hassan,, M Husain
doaj   +1 more source

Strut elaboration in strut-and-tie model [PDF]

open access: yesConstructii: Journal of Civil Engineering Research, 2012
The Strut-and-Tie Model (STM) has been incorporated into the codes and standards because of its consistency and rationality since last decade. However, it has encountered few challenges whilst its implementation.
Mohammad PANJEHPOUR   +3 more
doaj  

Strut-and-Tie Model and Numerical Simulation of Sleeve Grouting Connection for Concrete-Filled Steel Tube Column

open access: yesJournal of Marine Science and Engineering, 2022
To study the performance and failure mechanisms of concrete-filled steel tube (CFST) column sleeve grouting connections, theoretical analysis and finite element simulation were performed for the structure in the connection.
Wenpeng Che   +3 more
doaj   +1 more source

Shear resistance of self-stressing concrete elements expanded under 2D restraint conditions [PDF]

open access: yesE3S Web of Conferences, 2020
An analytical design model for estimation the shear resistance of plane self-stressing concrete elements with orthogonal reinforcement is presented. The design model is based on the strut-and-tie model concept and takes into consideration the restrained ...
Tur Viktar, Sannikava Volha
doaj   +1 more source

Strut and Tie Modelling of Reinforced Concrete Deep Beams Under Static and Fixed Pulsating Loading

open access: yesمجلة النهرين للعلوم الهندسية, 2020
Numerical analysis of the performance of reinforced concrete (RC) deep beam subjected to static and fixed-point pulsating loading at the midpoint has been investigated. Three-dimensional nonlinear finite element model using the Strut and Tie approach was
Ajibola Ibrahim Quadri
doaj   +1 more source

Strut-and-tie model and its applications in reinforced concrete deep beams: A comprehensive review

open access: yesCase Studies in Construction Materials, 2023
Strut-and-tie model (STM), with its truss analogy, is yet a powerful tool for analyzing and designing complex prestressed and reinforced concrete structures.
Imad Shakir Abbood
doaj   +1 more source

Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates

open access: yesMateriales de Construccion, 2014
This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams.
M. Panjehpour   +3 more
doaj   +1 more source

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