Results 11 to 20 of about 1,739 (214)

Reinforced Concrete Corbel’s Behavior using Strut and Tie Model [PDF]

Journal 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   +2 more sources

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

Revista 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, M. GRECO, M. B. B. F. GUERRA   +2 more
doaj   +2 more sources

Application of strut-and-tie model on eccentric columns

Mechanics, 2011
The popular strut-and-tie model is currently de fined by EC2 as a standard tool for simple structures. This paper explores the possibility of application of the strut and-tie model on more complex structures, specifically on the eccentric columns. Comparison with full numerical simulation shows that the strut-and-tie model can correctly predict the ...
M. Frantova, P. Štemberk, V. Vala
openaire   +2 more sources

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

Revista 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, Rejane Martins Fernandes Canha   +1 more
doaj   +1 more source

Proposition and analysis of strut and tie models for short corbels from techniques of topology optimization

Revista 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, Eduardo Nobre Lages, Aline da Silva Ramos Barboza   +2 more
doaj   +1 more source

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

, 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   +7 more sources

Theoretical and Experimental Studies of Two-Span Reinforced Concrete Deep Beams and Comparisons with Strut-and-Tie Method

Advances 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

Pemodelan Numerik Perilaku Keruntuhan Balok Tinggi Beton Bertulang

Jurnal Teknik Sipil, 2019
Metode strut-and-tie model merupakan metode perencanaan struktur yang didasarkan pada pemahaman tentang adanya daerah D dan daerah B pada struktur beton bertulang.
Yosafat Aji Pranata, Bambang Suryoatmono
doaj   +1 more source

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

Facta 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, Rašeta Andrija, Brujić Zoran   +2 more
doaj   +1 more source

Modified interactive strut-and-tie model for shear strength prediction of RC corbels

Engineering 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, Parin Rulak, Jaruek Teerawong   +2 more
doaj   +1 more source