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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   +5 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   +6 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   +2 more sources

Strut-and-tie models for linear and nonlinear behavior of concrete based on topological evolutionary structure optimization (ESO)

open access: yesRevista IBRACON de Estruturas e Materiais, 2019
The search for representative resistant systems for a concrete structure requires deep knowledge about its mechanical behavior. Strut-and-tie models are classic analysis procedures to the design of reinforced concrete regions where there are stress ...
R. M. LANES   +2 more
doaj   +2 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

Determination of strut-and-tie models using evolutionary structural optimization

open access: yesEngineering Structures, 2006
This paper introduces a method to determine strut-and-tie models in reinforced concrete (RC) structures using evolutionary structural optimization (ESO).
Hyo-Gyoung Kwak
exaly   +2 more sources

Proposal and experimental validation of simplified strut-and-tie models on dapped-end beams [PDF]

open access: yesEngineering Structures, 2019
[EN] Dapped-end beams are frequent precast concrete elements. Spalling on the top of the hanger reinforcement has been observed to be often their governing failure mode.
Jaime Mata-Falcón, Luis Pallares
exaly   +2 more sources

Design criteria for unified strut and tie models [PDF]

open access: yesProgress in Structural Engineering and Materials, 2001
AbstractIn the past two decades, the concept of strut and tie models (STM) has been used as one of the most popular and rational approaches for the design of non‐flexural members of reinforced concrete structures. Design guidelines based mainly on technology from past decades are given in many national codes.
Su, KL, Chandler, AM
openaire   +5 more sources

Comparative analysis of strut-and-tie models using Smooth Evolutionary Structural Optimization

open access: yesEngineering Structures, 2013
The strut-and-tie models are widely used in certain types of structural elements in reinforced concrete and in regions with complexity of the stress state, called regions D, where the distribution of deformations in the cross section is not linear.
Valerio Almeida, Helio Luiz Simonetti
exaly   +2 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

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