Deformações nas diagonais comprimidas em blocos sobre duas estacas

Deformações nas diagonais comprimidas em blocos sobre duas estacas

Existem vários modelos para o dimensionamento de blocos sobre estacas, sendo que um deles é o modelo de escoras (bielas) e tirantes. Escoras são representações gráficas dos fluxos das tensões principais de compressão de um dado elemento, enquanto que os tirantes representam os fluxos das tensões pri...

Full description

Bibliographic Details
Main Authors:	R. G. Delalibera, J. S. Giongo
Format:	Article
Language:	English
Published:	Instituto Brasileiro do Concreto (IBRACON)
Series:	Revista IBRACON de Estruturas e Materiais
Subjects:	Reinforcement concrete strut and tie model experimental analysis pile caps
Online Access:	http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952008000200002&lng=en&tlng=en

Similar Items

Blocos de concreto armado sobre seis estacas: simulação numérica e dimensionamento pelo método de bielas e tirantes
by: D. S. Oliveira, et al.

Variation analysis effects of square and rectangular columns section with different longitudinal reinforcement rates in the main reinforcement two pile caps analysis
by: F. S. MUNHOZ, et al.

Analysis of nodal stress on reinforced concrete two-pile caps supported on steel piles
by: Rodrigo Gustavo Delalibera, et al.
Published: (2020-09-01)

Evaluation of Pile Cap Reinforcement Design Using Conventional and Finite Element with Strut and The Method Based on SNI 2847-2019
by: Fajri Yusmar, et al.
Published: (2024-02-01)

Experimental Testing of Reinforced Concrete Deep Beams Designed by Strut-And-Tie Method
by: Anka Starčev-Ćurčin, et al.
Published: (2020-09-01)

Study on an Optimal Strut-And-Tie Model for Concrete Deep Beams
by: Haitao Chen, et al.
Published: (2019-09-01)

Modified interactive strut-and-tie model for shear strength prediction of RC corbels
by: Panatchai Chetchotisak, et al.
Published: (2019-03-01)

A hybrid topology optimization method applied to reinforced concrete structures using polygonal finite elements
by: Paulo Vinicius Costa Rodrigues, et al.
Published: (2023-09-01)

Strut-and-tie models for linear and nonlinear behavior of concrete based on topological evolutionary structure optimization (ESO)
by: R. M. LANES, et al.
Published: (2019-02-01)

The strut-and-tie models in reinforced concrete structures analysed by a numerical technique
by: V. S. Almeida, et al.

Reinforced Concrete Corbel’s Behavior using Strut and Tie Model
by: Mutmainnah Rahman Putri
Published: (2018-05-01)

Application of strut-and-tie models for assessing RC half-joints not complying with current code specifications
by: Gregoria Kotsovou, et al.
Published: (2022-12-01)

Structural Performance of RC Beams containing Tension-Only Nodes
by: Manuel Alejandro Fernández-Ruiz, et al.
Published: (2018-01-01)

Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface
by: R. Barros, et al.

Numerical analyses of two-pile caps considering lateral friction between the piles and soil
by: Rodrigo Gustavo Delalibera, et al.
Published: (2021-07-01)

Effect of loading type in concrete deep beam with strut reinforcement
by: Kadhim Hussein Kamal, et al.
Published: (2024-03-01)

Alternative Strut and Tie Model for Reinforced Concrete Deep Beams
by: Ahmed Faleh Al-Bayati
Published: (2018-02-01)

Experimental and Numerical Investigation of Construction Defects in Reinforced Concrete Corbels
by: Faisal Shabbir, et al.
Published: (2023-09-01)

Comparison of STM’s reliability system on the example of selected element
by: Buda-Ożóg Lidia
Published: (2020-11-01)

Application of micro truss and strut and tie model for analysis and design of reinforced concrete structural elements
by: Praveen Nagarajan, et al.
Published: (2010-01-01)

Strut-and-tie model and its applications in reinforced concrete deep beams: A comprehensive review
by: Imad Shakir Abbood
Published: (2023-12-01)

Strut elaboration in strut-and-tie model
by: Mohammad PANJEHPOUR, et al.
Published: (2012-12-01)

<b>Locking beam influence on behavior of reinforced concrete two pile caps with embedded socket<b>
by: Rodrigo Barros, et al.
Published: (2014-04-01)

Concrete compressive characteristic strength analysis of pile caps with three piles
by: T. E.T. Buttignol, et al.

Three-dimensional analysis of two-pile caps
by: T.E.T. Buttignol, et al.

Flexural performance of UHPC-filled narrow joints between precast concrete bridge slabs
by: Haibo Jiang, et al.
Published: (2024-07-01)

Experimental Testing and Strut-and-Tie Modeling of Full-Scale Precast Concrete Girders with FRP Repaired End Regions
by: Hang Zhao, et al.
Published: (2020-08-01)

Strut and tie modeling for RC short beams with corroded stirrups
by: Ahmed K. El-Sayed

A Semi-Empirical Equation based on the Strut-and-Tie Model for the Shear Strength Prediction of Deep Beams with Multiple Large Web Openings
by: L. T. Hussein, et al.
Published: (2022-04-01)

Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
by: M. Panjehpour, et al.
Published: (2014-03-01)

Rational Choice of Reinforcement of Reinforced Concrete Frame Corners Subjected to Opening Bending Moment
by: Michał Szczecina, et al.
Published: (2021-06-01)

Strut Confinement of Simply Supports Deep Beam Using Strut Reinforcement
by: Eyad Sayhood, et al.
Published: (2020-04-01)

Applications of truss topology optimization in the design of reinforced concrete structures using „Strut and Tie” models
by: Karol Bołbotowski, et al.
Published: (2013-03-01)

Analysis of the influence of column reinforcement anchorage length in a concrete two-pile cap
by: R. P. RANDI, et al.
Published: (2018-10-01)

EXPERIMENTAL VERIFICATION OF STRUT AND TIE METHOD FOR REINFORCED CONCRETE DEEP BEAMS UNDER VARIOUS TYPES OF LOADINGS
by: Khattab Saleem Abdul-Razzaq, et al.
Published: (2017-11-01)

Punching shear in flat slabs by strut and tie model
by: Ricardo José Carvalho Silva, et al.
Published: (2021-06-01)

Behavior predictions of deep beams with short straight bar anchorages using strut-and-tie models and nonlinear analysis
by: R. A. SOUZA, et al.

A safety-based evaluation of strut-and-tie methods for shear design of RC deep beams in accordance with international concrete codes
by: Duangtida Muendacha, et al.
Published: (2020-06-01)

THE EFFECT OF MODELING METHODS OF MASONRY INFILL ON SEISMIC PERFORMANCE OF RC MOMENT RESISTING FRAMES
by: محمد مهدی Salehi YaneSari, et al.
Published: (2010-03-01)

Experimental and Numerical Analysis of Spun Pile-to-Pile Cap Connection with Reinforced Concrete infill Under Cyclic Loading
by: Alfetra Henoch Tandita, et al.
Published: (2022-10-01)