Results 21 to 30 of about 1,810 (221)

ANALISIS DAN DESAIN BALOK TINGGI BETON BERTULANG DENGAN METODA STRUT AND TIE MODEL [PDF]

open access: yes, 2017
Balok tinggi (deep beam) biasanya memikul beban yang besar dan aksi balok tinggi dapat dijumpai pada dinding pondasi (foundation wall), topi pancang (pile cap), dan dinding geser (shear wall) yang mengalami tegangan yang cukup besar pada elemen-elemennya.
NOVIAGUSTY, KUSUMA
core   +1 more source

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

Automatic design of concrete structures using a strut & tie approach [PDF]

open access: yes, 2000
The major part of the work presented in this thesis is an investigation of the strut and tie method for designing 2-D in-plane, reinforced concrete structures. Two important issues relating to this method are addressed.
Cunningham, Lee Scott
core   +5 more sources

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

Performance-based optimization for strut-tie modeling of structural concrete

open access: yes, 2002
Conventional trial-and-error methods are not efficient in developing appropriate strut-and-tie models in complex structural concrete members. This paper describes a performance-based optimization (PBO) technique for automatically producing optimal strut ...
Uy, Brian   +3 more
core   +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

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

Simplified Strut-and-Tie Model for Shear Strength Prediction of Reinforced Concrete Low-Rise Walls [PDF]

open access: yes, 2022
In this study, an analytical model using the strut-and-tie concept was developed to predict reinforced concrete (RC) low-rise wall shear strengths. In the model, the failure mode considered was crushing of the diagonal compression strut.
Chandra, Jimmy, Teng, Susanto
core   +1 more source

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