Experimental and numerical studies of short concrete

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Experimental and numerical studies of short concrete ...

Jan 01, 2013  This paper presents a study on the performance of concrete-filled double skin composite tube columns (CFDSCT) under axially compressive loads using both

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Experimental and numerical studies of short concrete ...

This paper presents a study on the performance of concrete-filled double skin composite tube columns (CFDSCT) under axially compressive loads using both

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Experimental and numerical studies of square concrete ...

Oct 15, 2019  To fill this knowledge gap, this paper presents experimental and numerical studies on the structural performance of CFDST square stub columns loaded eccentrically.

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Experimental and numerical studies of circular sandwiched ...

Mar 01, 2021  A comprehensive experimental and numerical studies on the behavior of the circular sandwiched concrete axially loaded CFDST short columns was conducted in the

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Experimental and numerical studies of square concrete ...

Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading M. Ahmed , Qing Quan Liang, Vipulkumar

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Experimental and numerical studies of short concrete ...

Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads January 2013 Journal of Constructional

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Experimental and numerical studies of short concrete ...

Request PDF Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads This paper presents a study

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Experimental and numerical studies of square concrete ...

Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading M. Ahmed , Qing Quan Liang, Vipulkumar Ishvarbhai Patel, Muhammad N.S. Hadi Research output : Contribution to journal › Article › Research › peer-review

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Experimental and numerical studies of square concrete ...

Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading July 2019 Engineering Structures 197:109419

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Experimental and Numerical Studies of Concrete-Filled ...

Ahmed, Mizan (2020) Experimental and Numerical Studies of Concrete-Filled Double Steel Tubular Columns. PhD thesis, Victoria University. Abstract. Concrete-filled double steel tubular (CFDST) columns are high-performance composite columns, which have increasingly been used in high-rise composite buildings and bridges as well as in strengthening conventional concrete-filled steel tubular (CFST ...

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Experimental and numerical study on short eccentric ...

Aug 16, 2017  The main parameters taken into account covered: (a) type of mortar, (b) preload level, and (c) number of textile-reinforced concrete layers. Besides the experimental program, a numerical investigation utilizing non-linear finite element analysis was carried out and a good agreement was obtained between the experimental and numerical results ...

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2007 Experimental and Numerical Studies of Railway ...

Experimental and Numerical Studies of Railway ... A. M.: Experimental and Numerical Studies of Railway Prestressed Concrete Sleepers Under Static ... Those loads are of short

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Experimental and Numerical Studies of the Progressive ...

Jun 28, 2019  In the present paper, the potential of the progressive collapse of a reinforced concrete frame of a seven-storey building was evaluated by comparing the capacity curve and the M–N diagram of the beams. The advantage of this approach is that it captures the exact resistance mechanisms occurring during the progressive collapse of the structure such as flexural action, compressive arch action ...

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Experimental and Numerical Study on the Influence of ...

Sep 08, 2020  In order to study the influence of corrosion rate and shear span ratio on reinforced concrete beam, a numerical analysis method of corroded reinforced concrete beam was put forward. Bond-slip relationship formula between reinforcement and concrete was suggested. A three-dimensional finite element model of corroded reinforced concrete beam was established.

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(PDF) Experimental and numerical studies of railway ...

For further information contact Manager Repository Services: [email protected] Experimental and Numerical Studies of Railway Prestressed Concrete Sleepers Under Static and Impact Loads Introduction Railway sleeper is an important component of rail- Finite element analysis (FEA) provides a tool that About the Authors way track structures.

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Experimental and Numerical Studies of Impact Behavior of ...

Experimental and numerical studies of impact behavior of fiber lightweight aggregate concrete Authors: Yaghoob Farnam, Construction Material Institute (CMI), Department of Civil Engineering, University of Tehran, Enqelab Av., Tehran, Iran, Phone: +98

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Experimental and Numerical Studies of Shear Fracture in ...

A coupled experimental-numerical study on shear fracture in the concrete specimens with different geometries is carried out using compression tests. The crack initiation, propagation and final breakage of the specimens are experimentally studied under compression loading.

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Experimental and numerical studies on the lateral ...

Summary A series of quasi‐static tests was presented to study the lateral behavior of concrete sandwich walls and the precast concrete sandwich walls; the finite element analysis ... Experimental and numerical studies on the lateral performance of concrete sandwich walls.

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Experimental and Numerical Study of Shear Interface ...

Sep 09, 2021  In this research, an experimental study and numerical analysis of CFRP–concrete hybrid elements subjected to in-plane interface shear tests were carried out. The mechanical responses of different CFRP–concrete connection strategies, including a novel proposal based on embedding a fiber material, were analyzed and discussed.

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Experimental and Numerical Study of Shear Interface ...

Sep 09, 2021  The use of short CFRP strips resulted in a shear load ... numerical outputs of concrete bridge deck structures. The arch-shaped concrete slabs were reinforced with FRP. Mahboob et al. [41] used a mesh grid as a reinforcement instead of ... Experimental and Numerical Study of Shear Interface Response of Hybrid Thin CFRP Concrete Slabs ...

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Experimental and numerical studies of square concrete ...

Square concrete-filled double steel tubular (CFDST) beam-columns consisting of an internal circular steel tube. have increasingly been utilized in composite building structures because of their high structural performance. This paper describes experimental and numerical studies on the structural responses of square thin-walled

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Experimental and numerical study on short eccentric ...

Aug 16, 2017  The main parameters taken into account covered: (a) type of mortar, (b) preload level, and (c) number of textile-reinforced concrete layers. Besides the experimental program, a numerical investigation utilizing non-linear finite element analysis was carried out and a good agreement was obtained between the experimental and numerical results ...

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Experimental and Numerical Study of Shear Interface ...

Sep 09, 2021  The use of short CFRP strips resulted in a shear load ... numerical outputs of concrete bridge deck structures. The arch-shaped concrete slabs were reinforced with FRP. Mahboob et al. [41] used a mesh grid as a reinforcement instead of ... Experimental and Numerical Study of Shear Interface Response of Hybrid Thin CFRP Concrete Slabs ...

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Experimental and Numerical Studies of the Progressive ...

Jun 28, 2019  In the present paper, the potential of the progressive collapse of a reinforced concrete frame of a seven-storey building was evaluated by comparing the capacity curve and the M–N diagram of the beams. The advantage of this approach is that it captures the exact resistance mechanisms occurring during the progressive collapse of the structure such as flexural action, compressive arch action ...

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Experimental and numerical study of a self‐centering ...

Aug 30, 2013  Experimental and numerical study of a self-centering prestressed concrete moment resisting frame connection with bolted web friction devices Liang-long Song , Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of

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An Experimental and Numerical Study of the Load ...

results, obtained from both experimental tests and numerical simulations. Two groups of specimens, made with a common trapezoidal steel profile and concrete, including short and long spans, have been tested under the two loading setups. The numerical analysis of these slabs has

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(PDF) Experimental and numerical studies of railway ...

For further information contact Manager Repository Services: [email protected] Experimental and Numerical Studies of Railway Prestressed Concrete Sleepers Under Static and Impact Loads Introduction Railway sleeper is an important component of rail- Finite element analysis (FEA) provides a tool that About the Authors way track structures.

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Experimental and Numerical Studies on Seismic Behavior of ...

High strength steel reinforced concrete (HSRC) column refers to steel reinforced concrete column using high strength steel with its yield strength over 420MPa. So far, research on seismic behavior of HSRC columns is limited. This paper presents experimental and numerical studies on seismic behavior of HSRC columns. Two Q460 high strength steel reinforced concrete columns have

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Experimental and numerical studies on the lateral ...

Jan 17, 2020  A series of quasi‐static tests was presented to study the lateral behavior of concrete sandwich walls and the precast concrete sandwich walls; the finite element analysis (FEA) models were built for numerical simulation of the specimens, and the parameters affecting the seismic performance of sandwich walls, and the precast sandwich walls were also analyzed based on the FEA models.

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Experimental and Numerical Studies of Impact Behavior of ...

Experimental and numerical studies of impact behavior of fiber lightweight aggregate concrete Authors: Yaghoob Farnam, Construction Material Institute (CMI), Department of Civil Engineering, University of Tehran, Enqelab Av., Tehran, Iran, Phone: +98

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Numerical and Experimental Investigations of Different ...

Apr 22, 2019  In the present study, the finite-element (FE) and experimental analysis were carried out to understand the behaviour of the different cross-sectional configuration of plain concrete and concrete filled steel tube (CFST) short columns. A numerical model for the simulation of columns subjected to axial compression has been established using the commercial software package ABAQUS. The

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Experimental and numerical investigations of square ...

Mar 22, 2021  In this paper, the structural behavior of concrete-filled double steel tubular (CFDST) stub columns composed of square hollow sections is investigated experimentally and numerically. The experimental program comprises compression tests on short columns loaded concentrically.

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Experimental and numerical studies of external steel plate ...

Su et al. [28] [29][30] conducted experimental and numerical studies on BSP beams, which showed that even small slips on the steel-concrete interface could significantly affect the overall ...

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Experimental and Numerical Study of Shear Interface ...

Hybrid slabs made of carbon-fiber-reinforced polymer (CFRP) and concrete provide a solution that takes advantage of the strength properties of both materials. The performance of the system strongly depends on the CFRP–concrete interaction. This study investigates the shear behavior in the interface of the two materials. Eight full-scale experiments were carried out to characterize the ...

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