Experimental and numerical studies of short concrete
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Experimental and numerical studies of short concrete.

Experimental and numerical studies of short concrete ...

01/01/2013  This paper presents a study on the performance of concrete-filled double skin composite tube columns (CFDSCT) under axially compressive loads using both experimental and numerical methods. The CFDSCT column investigated consists of an octagonal steel tube as its outer skin layer, a circle PVC-U pipe as its inner skin layer, and high strength concrete filled in between the two layers ...

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(PDF) Experimental and numerical studies of short concrete ...

Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads. Journal of Constructional Steel Research, 2013. Wei-bin Yuan. Jun-jie Yang. Wei-bin Yuan. Jun-jie Yang. Download PDF. Download Full PDF Package. This paper. A short summary of this paper . 35 Full PDFs related to this paper. READ PAPER ...

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Experimental and numerical studies of square concrete ...

15/10/2019  However, very limited experimental and numerical research works have been conducted on the performance of short CFDST square beam-columns. Moreover, no fiber-based computational technique has been proposed for the simulation of the moment-curvature curves and interaction strengths of such beam-columns. To fill this knowledge gap, this paper presents experimental and numerical studies

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Experimental and numerical studies of circular sandwiched ...

01/03/2021  This paper aims to experimentally and numerically investigate the behavior of circular sandwiched concrete axially loaded CFDST short columns. The rest of this paper is outlined as below: In Section 2, a comprehensive experimental investigation on the compressive behavior of CFDST columns, including 28 test specimens, was carried out.

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(PDF) Experimental and Numerical Studies of Concrete ...

Experimental and Numerical Studies of Concrete-Filled Double Steel Tubular Columns

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

This paper aims to experimentally and numerically investigate the compressive behavior of circular concrete-filled double-skin steel tubular (CFDST) short columns, in which only the sandwiched...

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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 experimental and numerical methods. The CFDSCT column investigated consists of an octagonal steel tube as its outer skin layer, a circle PVC-U pipe as its inner skin layer, and high strength concrete filled in between the two layers ...

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(PDF) Experimental and numerical studies of short concrete ...

Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads. Journal of Constructional Steel Research, 2013. Wei-bin Yuan. Jun-jie Yang. Wei-bin Yuan. Jun-jie Yang. Download PDF. Download Full PDF Package. This paper. A short summary of this paper . 35 Full PDFs related to this paper. READ PAPER ...

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(PDF) Experimental and Numerical Studies of Concrete ...

Experimental and Numerical Studies of Concrete-Filled Double Steel Tubular Columns

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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. Engineering Structures, 197: 109419. 2 circular steel tube on the core concrete and the progressive post-local buckling of the external steel tube. Efficient computer algorithms implementing the inverse quadratic method is

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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 CFDST columns loaded eccentrically. Tests on twenty short square ...

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Experimental and numerical studies of square concrete ...

Abstract 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 CFDST columns loaded eccentrically. Tests on twenty short ...

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Experimental and numerical study of reinforced concrete ...

Experimental and numerical study of reinforced concrete beams with steel fibers subjected to impact loading ... Effects of steel fibers on short beams loaded in shear. ACI Materials Journal 100(6): 765 – 774. Google Scholar. Choumanidis, D, Badogiannis, E, Nomikos, P (2016) The effect of different fibres on the flexural behaviour of concrete exposed to normal and elevated temperatures ...

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Experimental and numerical studies of square concrete ...

Ahmed, Mizan, Liang, Qing ORCID: 0000-0003-0333-2265, Patel, Vipulkumar Ishvarbhai and Hadi, MNS (2019) Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading. Engineering Structures, 197. ISSN 0141-0296

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Experimental and Numerical Studies of the Progressive ...

28/06/2019  Using experimental studies and AEM for numerical analysis, this study describes the assessment of progressive collapse of a multi-storey RC-framed structure for different scenarios when one column or two adjacent columns are removed. The numerical analyses were performed taking into account the slabs contribution and using the capacity curves for the beams. The Applied Element

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Experimental and Numerical Studies of Concrete-Filled ...

The results obtained from experimental and numerical studies are used to propose design equations. This research makes significant contributions to the knowledge by adding new test results on CFDST short columns to the database. The numerical models developed provide researchers and structural designers with accurate and efficient computer simulation and design tools, which lead to safer and ...

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(PDF) Experimental and numerical studies of short concrete ...

Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads. Journal of Constructional Steel Research, 2013. Wei-bin Yuan. Jun-jie Yang. Wei-bin Yuan. Jun-jie Yang. Download PDF. Download Full PDF Package. This paper. A short summary of this paper . 35 Full PDFs related to this paper. READ PAPER ...

Get Price

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 CFDST columns loaded eccentrically. Tests on twenty short square ...

Get Price

Experimental and numerical study of reinforced concrete ...

Experimental and numerical study of reinforced concrete beams with steel fibers subjected to impact loading ... Effects of steel fibers on short beams loaded in shear. ACI Materials Journal 100(6): 765 – 774. Google Scholar. Choumanidis, D, Badogiannis, E, Nomikos, P (2016) The effect of different fibres on the flexural behaviour of concrete exposed to normal and elevated temperatures ...

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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 CFDST columns loaded eccentrically. Tests on twenty short square ...

Get Price

Experimental and numerical studies of square concrete ...

Ahmed, Mizan, Liang, Qing ORCID: 0000-0003-0333-2265, Patel, Vipulkumar Ishvarbhai and Hadi, MNS (2019) Experimental and numerical studies of square concrete-filled double steel tubular short columns under eccentric loading. Engineering Structures, 197. ISSN 0141-0296

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Experimental and Numerical Studies of the Progressive ...

28/06/2019  Using experimental studies and AEM for numerical analysis, this study describes the assessment of progressive collapse of a multi-storey RC-framed structure for different scenarios when one column or two adjacent columns are removed. The numerical analyses were performed taking into account the slabs contribution and using the capacity curves for the beams. The Applied Element

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Top PDF Experimental And Numerical Studies On Concrete ...

Experimental And Numerical Studies On Concrete Containment Under Accidental Conditions Few experiments have treated this more complex issue ~A recent study ( see [7] ) used cylindrical concrete samples, 0.9 m long and 0.20m or 0.40 m in diameter ,to repr©sc~ut [r]

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Experimental and numerical studies on the control of ...

07/09/2020  Experimental and numerical studies on the control of horizontal cracking at the ends of hollow-type pretensioned girders ... Experimental results Concrete compressive strength. The compressive strength and young modulus of concrete acquired from the laboratory testing are given in Table 1. The purpose of this testing was to confirm whether the concrete has attained the required

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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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(PDF) Experimental and Numerical Study on Pounding of ...

On the contrary to numerical analyses, the results of experimental studies on pounding under earthquake excitations are very limited. Most of the experimental studies were conducted between two adjacent buildings only. For example, Chau et al. [13] carried out a shaking table experiment to investigate the pounding phenomena between two steel towers with equal height of 2.0 m with

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