Results 1 to 10 of about 376 (194)

Analysis of confined masonry with Strut and Tie models [PDF]

open access: yesMATEC Web of Conferences, 2020
Strut & Tie (S-T) models are used quite commonly for the analysis of reinforced concrete structures and in the calculation of masonry structures. Creating the S-T model of the confined masonry is slightly different from models of reinforced concrete or ...
Drobiec Łukasz   +2 more
doaj   +2 more sources

Design of deep pile caps by strut-and-tie models [PDF]

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   +5 more sources

STM-based symbolic regression for strength prediction of RC deep beams and corbels [PDF]

open access: yesScientific Reports
This study uses symbolic regression with a strut-and-tie model to predict the shear strength of reinforced concrete deep beams (RCDBs) and corbels (RCCs).
Khaled Megahed
doaj   +2 more sources

Research on Strut-and-Tie Models of Beam-Column Connections by Topology Optimization based on Moving Morphable Components

open access: yesTaiyuan Ligong Daxue xuebao, 2021
It is of great theoretical and practical significance to study the strut-and-tie models of beam-column connections. In this paper, an explicit topology optimization based on moving morphable components was used to analyze the strut-and-tie models, which ...
Wenzheng QIAO, Guorong CHEN, Guoyun LU
doaj   +1 more source

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

A hybrid topology optimization method applied to reinforced concrete structures using polygonal finite elements [PDF]

open access: yesRevista IBRACON de Estruturas e Materiais, 2023
This work introduces a new alternative to obtain strut-and-tie models using the hybrid topology optimization method, which is already proposed in the technical literature and is refined here to use polygonal finite elements and accelerate the solution of
Paulo Vinicius Costa Rodrigues   +1 more
doaj   +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

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

Automatic generation of planar RC Strut-and-Tie models [PDF]

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2013
This paper presents a proposal for determining Strut-and-Tie models of reinforced concrete plane elements. For the purposes of analysis, a computer program was developed and a discrete topological optimization was applied, using a truss member for the
Starčev-Ćurčin Anka   +2 more
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

Home - About - Disclaimer - Privacy