Results 11 to 20 of about 2,506 (206)

Reinforced Concrete Corbel’s Behavior using Strut and Tie Model

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   +4 more sources

Width of Strut in Strut-and-Tie Model

Civil Engineering and Architecture
Panjehpour Panjehpour
openaire   +2 more sources

ANALISIS ALTERNATIF DALAM MERANCANG BALOK TINGGI MENGGUNAKAN STRUT AND TIE MODEL

Teras Jurnal: Jurnal Teknik Sipil, 2021
Abstrak   Perencanaan struktur beton biasanya dilakukan dengan berdasarkan asumsi dari Bernoulli dan Navier untuk menganalisis penampang akibat momen lentur.
Nisa Luthfiana, Yulita Arni Priastiwi
doaj   +1 more source

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

Taiyuan 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

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

Shear Bearing Capacity of Steel-Fiber-Reinforced Concrete Shear Wall under Low-Cycle Repeated Loading Based on the Softened Strut-and-Tie Model

Buildings, 2023
In this paper, the loading mechanism of steel-fiber-reinforced concrete (SFRC) shear wall (SW) under low-cycle repeated loading is analyzed, and the softened strut-and-tie model (SSTM) of SFRC SW composed of horizontal and vertical resistant members and ...
Peibo You, Jie Zhang, Binyu Wang, Yi Wang, Qingjie Yang, Li Li   +5 more
semanticscholar   +1 more source

A Semi-Empirical Equation based on the Strut-and-Tie Model for the Shear Strength Prediction of Deep Beams with Multiple Large Web Openings

Engineering, Technology & Applied Science Research, 2022
The behavior and shear strength of full-scale (T-section) reinforced concrete deep beams, designed according to the strut-and-tie approach of ACI Code-19 specifications, with various large web openings were investigated in this paper.
L. Hussein, R. M. Abbas
semanticscholar   +1 more source

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

Behavior of Reinforced Concrete Deep Beams with Openings under Vertical Loads Using Strut and Tie Model

Civil Engineering Journal, 2022
This research aims to study the effects of the size and location of openings on deep beams. The analysis of deep beams with openings presents a rather complex problem for engineers, as there are currently no guidelines within the design codes for this ...
R. Mabrouk, M. S. Mahmoud, M. Kassem
semanticscholar   +1 more source