Results 11 to 20 of about 1,733 (215)
Reinforced Concrete Corbel’s Behavior using Strut and Tie Model [PDF]
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
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Application of strut-and-tie model on eccentric columns
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
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Alternative Strut and Tie Model for Reinforced Concrete Deep Beams [PDF]
This paper presents a simple strut and tie model to calculate the shear strength of reinforced concrete deep beams. The proposed model assumes that the shear strength is the algebraic sum of three strength components: concrete diagonal strut, vertical ...
Ahmed Faleh Al-Bayati
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Evaluation of strut-and-tie modeling for bridge pier applications [PDF]
Strut-and-tie modeling is an analysis and design tool for reinforced concrete elements which assumes that internal stresses are transferred through a truss type mechanism. The tensile ties and compressive struts serve as truss members connected by nodal zones.
Nicholas, Thomas, II
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A hybrid topology optimization method applied to reinforced concrete structures using polygonal finite elements [PDF]
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
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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
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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
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Pemodelan Numerik Perilaku Keruntuhan Balok Tinggi Beton Bertulang
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
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Automatic generation of planar RC Strut-and-Tie models [PDF]
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
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Modified interactive strut-and-tie model for shear strength prediction of RC corbels
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 +2 more
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