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impact factor statistics analysis of concrete filled steel

Impact Factor Statistics Analysis of Concrete Filled

The essence of the axle coupling vibration in case of random bridge deck is random vibration, therefore, it is quite necessary to research the effect of vehicle impact on basis of statistic analysis. With some large concrete-filled steel tube arch bridge as the object, by applying a self-made analysis program on axle coupling vibration that was demonstrated by a dynamic test, a dynamic

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Impact Factor Statistics Analysis of Concrete Filled

2021-6-25  Impact Factor Statistics Analysis of Concrete Filled Steel Tube Arch Bridge Considered Random Roughness of Bridge Deck (Switzerland: Trans Tech Publications, 2015), 11 page(s)

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Impact Factor Statistics Analysis of Concrete Filled

Impact Factor Statistics Analysis of Concrete Filled Steel Tube Arch Bridge Considered Random Roughness of Bridge Deck June 2015 Key Engineering Materials 648:80-88

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Static Model Experiment Study on a Concrete-Filled

Impact Factor Statistics Analysis of Concrete Filled Steel Tube Arch Bridge Considered Random Roughness of Bridge Deck p.80 Home Key Engineering Materials Key Engineering Materials Vol. 648 Static Model Experiment Study on a Concrete-Filled...

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Computer analysis of impact behavior of concrete

Computer analysis of impact behavior of concrete filled steel tube columns. Manicka Dhanasekar. Download with Google Download with Facebook

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Computer analysis of impact behavior of concrete

This paper presents a numerical study of the response of axially loaded concrete filled steel tube (CFST) columns under lateral impact loading using explicit non-linear finite element techniques. The aims of this paper are to evaluate the vulnerability of existing columns to credible impact events as well as to contribute new information towards the safe design of such vulnerable columns.

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Comparative Analysis of Concrete Filled Steel Tube

Concrete-filled steel tubes (CFSTs) are used in constructions such as piles, caissons, columns, piers. Relative to conventional structural steel and reinforced concrete and provides huge tensile and compression capacities; the concrete fill prevents buckling of the steel tube and increases the capacity, stiffness and ductility of the section.

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Analysis of Circular Concrete-Filled Steel Tube

2011-10-1  This paper mainly discusses the derivation and usage of simplified analysis model of circular concrete-filled steel tube specimen under lateral impact. At first, the robust software, LS-DYNA, is employed in this paper to simulate a test of circular concrete-filled steel tube (CFT) specimen under drop impact carried out by Li (2007).

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Transverse impact resistance of hollow and

2013-3-1  The column section was composed of a 100 mm × 100 mm × 5 mm cold-formed square hollow section (SHS), as shown in Fig. 1.The specimen had a length of 2860 mm and was made of stainless steel.The nominal external depth to thickness (D/t) ratio of the steel tubes was 20.0.For the concrete filled steel sections, the columns were placed upright and the concrete was poured and

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Temperature action and effect of concrete-filled

2020-4-1  Due to excellent structural and constructional behavior as well as superior economic performance, concrete-filled steel tube (CFST) has been broadly used as the main load-bearing member of various types of bridge, including ribs in arch bridges, chords in composite truss bridges, and pylons in cable-supported bridges and piers (Liu et al., 2018a, Tian et al., 2019). CFST bridge is defined as the

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Impact Factor Statistics Analysis of Concrete Filled

Impact Factor Statistics Analysis of Concrete Filled Steel Tube Arch Bridge Considered Random Roughness of Bridge Deck Hao, Xiang Wei ; Ma, Feng ; Ma, Qing Yang . Key Engineering Materials ; Zurich Vol. 648, (Jun 2015): 80-88.

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Impact factor statistics analysis of concrete filled

Article “Impact factor statistics analysis of concrete filled steel tube arch bridge considered random roughness of bridge deck” Detailed information of the J-GLOBAL is a service based on the concept of Linking, Expanding, and Sparking, linking science and

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Comparative Analysis of Concrete Filled Steel Tube

Concrete-filled steel tubes (CFSTs) are used in constructions such as piles, caissons, columns, piers. Relative to conventional structural steel and reinforced concrete and provides huge tensile and compression capacities; the concrete fill prevents buckling of the steel tube and increases the capacity, stiffness and ductility of the section.

get price

Analysis of Circular Concrete-Filled Steel Tube

This paper mainly discusses the derivation and usage of simplified analysis model of circular concrete-filled steel tube specimen under lateral impact. At first, the robust software, LS-DYNA, is employed in this paper to simulate a test of circular concrete-filled steel tube (CFT) specimen under drop impact carried out by Li (2007). The numerical simulations results agree well with the

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Analysis on the impact behavior of super high

Download Citation Analysis on the impact behavior of super high strength concrete filled steel tube columns This paper investigates the strength and behavior of super high strength Concrete

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Analysis of Concrete-Filled Steel Tube Reinforced

2021-4-8  3. Fire-Resistance Analysis 3.1. Finite-Element Model. A plane frame structure with single-layer and single span concrete-filled steel tube reinforced column-steel reinforced concrete beam is designed by referring to the common concrete-filled steel tube hoop index, steel ratio, and cross-section core area ratio in [24–26].Figure 8 presents the geometric dimensions and construction of the

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Finite Element Analysis of Circular Concrete Filled

Finite Element Analysis of Circular Concrete Filled Steel Tube: A Review . 5 2 0 2 0

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Reliability Analysis of Concrete Filled Steel Tubes

This study was carried out to examine the effect of numerous parameters such as thickness of tube (3.2mm), Diameter of steel tube (26.90mm, 33.70mm & 42.40mm)

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Dynamic Analysis of a Cable-Stayed Concrete-Filled

This paper presents the results from a dynamic analysis of a cable-stayed concrete-filled steel tube arch bridge under vehicle loading. The study is carried out based on a three-dimensional vehicle-bridge coupled model. A finite-element model for the bridge is first developed and validated based on field measurement data.

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Reliability Analysis of Concrete Filled Steel Tubes

2017-11-24  https://irjet.net/archives/V4/i10/IRJET-V4I1067.pdf

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Impact factor statistics analysis of concrete filled

Article “Impact factor statistics analysis of concrete filled steel tube arch bridge considered random roughness of bridge deck” Detailed information of the J-GLOBAL is a service based on the concept of Linking, Expanding, and Sparking, linking science and

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Analysis of Concrete-Filled Steel Tube Reinforced

Analysis of Concrete-Filled Steel Tube Reinforced Concrete Column-Steel Reinforced Concrete Beam Plane Frame Structure Subjected to Fire Advances in Civil Engineering . 10.1155/2021/6620030 . 2021 . Vol 2021 . pp. 1-12. Author(s): Yanhong Bao . Bowen Chen . Lei Xu.

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Analysis of Concrete-Filled Square Steel Tube Short

2019-6-20  The concrete-filled square steel tube (CFSST) columns have been widely applied in structural engineering. Although many constitutive models have been proposed to describe CFSST short columns under concentric loading, the applicability of the existing concentric model in the analysis of CFSST short columns under eccentric loading has not been properly verified.

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Axial impact behaviors of stub concrete-filled

2019-5-3  The parameter analysis on the impact behavior of concrete-filled steel tube columns was performed using the finite element model as well. A simple method was proposed to calculate the impact strength of square concrete-filled steel tube columns and compared favorably with experimental results. Keywords axial impact, compression, concrete-filled

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Behavior of Box Concrete-Filled Steel Tube Columns

2021-4-27  Nonlinear analysis of circular concrete-filled steel tubular short columns under axial loading. Journal of Constructional Steel Research, 65(12), 2186–2196. Article Google Scholar Liang, Q. Q., Uy, B., & Liew, R. (2006). Nonlinear analysis of concrete-filled thin-walled steel

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Finite Element Analysis and Codal

2016-2-26  This work presents the numerical behaviour and theoretical design of axially loaded Concrete Filled Steel Tubular (CFST) columns. A numerical investigation using commercial software ANSYS is performed. The numerical models are used for the

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Damage Assessment Method for Concrete-Filled

2020-11-3  WANG Luming,LIU Yanhui,ZHU Wenkai等. Damage Assessment Method for Concrete-Filled Steel Tubular Columns under Impact Loading[J]. Journal of SouthWest JiaoTong University, 2020, 55(4): 796-803,819. URL:

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Tests and mechanics model for concrete-filled SHS

2001-3-25  A series of tests on concrete-filled SHS (Square Hollow Section) stub columns (twenty), columns (eight) and beam-columns (twenty one) were carried out. The main parameters varied in the tests are (1) Confinement factor (<TEX>${\xi}$</TEX>) from 1.08 to 5.64, (2) concrete

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Crystals Free Full-Text New Prediction Model for

2021-8-3  The complication linked with the prediction of the ultimate capacity of concrete-filled steel tubes (CFST) short circular columns reveals a need for conducting an in-depth structural behavioral analyses of this member subjected to axial-load only. The distinguishing feature of gene expression programming (GEP) has been utilized for establishing a prediction model for the axial behavior of long

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Steel Structures Vs Concrete Structures Complete

2017-3-19  Concrete Structure. Concrete is the second most used material for construction after water in the world. Concrete structure can take compressive stresses very effectively but it cannot take tensile stresses. So the reinforcement is given to concrete where the structure is under the tension load. Concrete

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