4.5 Article

Axial compressive behavior of recycled ceramic coarse aggregate concrete-filled steel tubular columns

Related references

Note: Only part of the references are listed.
Article Construction & Building Technology

Finite element analysis and bearing capacity of CRACFDSST columns under eccentric compression

Hong Huang et al.

Summary: In this study, the mechanical behavior of ceramic recycled aggregate concrete-filled double-skin square steel tubular (CRACFDSST) columns under eccentric compression was investigated. The test results showed elastic-plastic instability failure of all specimens. The FE calculation results agreed well with the experimental results, and a simplified formula was proposed to predict the bearing capacity of CRACFDSST columns under eccentric compression.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2023)

Article Engineering, Civil

Axial and bending behaviour of steel tubes infilled with rubberised concrete

A. Mujdeci et al.

Summary: This paper presents an experimental and numerical study on the behavior of rubberized concrete-filled steel tubes. It proposes a constitutive material model and modeling techniques for confined rubberized concrete, and conducts a parametric assessment for RuCFST cross-sections to improve the design procedures.

THIN-WALLED STRUCTURES (2022)

Article Engineering, Civil

Axial compressive behaviour and design calculations on recycled aggregate concrete-filled steel tubular (RAC-FST) stub columns

Wan-Qing Lyu et al.

Summary: This study conducted a series of axial compressive tests on recycled aggregate concrete-filled steel tubular (RAC-FST) stub columns to investigate the passive confinement effect, identifying the crucial influence of confinement factor and replacement ratio of recycled coarse aggregate (RCA) on specimen behavior. The research also proposed a stress-strain model for RAC in RAC-FST based on finite element analysis and calibrated partial factors for the axial compressive strength of the columns through reliability analysis.

ENGINEERING STRUCTURES (2021)

Article Materials Science, Multidisciplinary

Physical, strength, and microscale properties of plastic fiber-reinforced concrete containing fine ceramics particles

Paul O. Awoyera et al.

Summary: By incorporating plastic fibers and ceramic waste into concrete, the workability decreased, but the concrete sample with 100% fine ceramics aggregates and 2.5% plastic fibers achieved the highest compressive strength. Tensile strength increased with curing age, and the water absorption of the concrete decreased with increasing content of ceramics and plastic fiber.

MATERIALIA (2021)

Article Engineering, Civil

A stress-path dependent stress-strain model for FRP-confined concrete

M. H. Lai et al.

ENGINEERING STRUCTURES (2020)

Article Engineering, Civil

A path dependent stress-strain model for concrete-filled-steel-tube column

M. H. Lai et al.

ENGINEERING STRUCTURES (2020)

Article Engineering, Civil

A path dependent constitutive model for CFFT column

J. C. M. Ho et al.

ENGINEERING STRUCTURES (2020)

Article Green & Sustainable Science & Technology

Effect of using mineral admixtures and ceramic wastes as coarse aggregates on properties of ultrahigh-performance concrete

Mohamed Amin et al.

JOURNAL OF CLEANER PRODUCTION (2020)

Article Construction & Building Technology

Fillers to improve passing ability of concrete

Mianheng Lai et al.

STRUCTURAL CONCRETE (2019)

Article Construction & Building Technology

Effects of external confinement on structural performance of concrete-filled steel tubes

C. X. Dong et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2017)

Article Construction & Building Technology

Mechanical properties of concrete utilising waste ceramic as coarse aggregate

Derrick J. Anderson et al.

CONSTRUCTION AND BUILDING MATERIALS (2016)

Review Green & Sustainable Science & Technology

Oil-palm by-products as lightweight aggregate in concrete mixture: a review

Muhammad Aslam et al.

JOURNAL OF CLEANER PRODUCTION (2016)

Article Green & Sustainable Science & Technology

Utilisation of crushed floor and wall tile wastes as aggregate in concrete production

Hakan Elci

JOURNAL OF CLEANER PRODUCTION (2016)

Article Engineering, Civil

Axial and lateral stress-strain model for FRP confined concrete

A. K. H. Kwan et al.

ENGINEERING STRUCTURES (2015)

Article Engineering, Civil

A constitutive model for predicting the lateral strain of confined concrete

C. X. Dong et al.

ENGINEERING STRUCTURES (2015)

Article Construction & Building Technology

Behaviour and design calculations of recycled aggregate concrete-filled steel tube (RACFST) members

You-Fu Yang et al.

MAGAZINE OF CONCRETE RESEARCH (2015)

Article Construction & Building Technology

Behaviour of recycled aggregate concrete filled stainless steel stub columns

Vivian W. Y. Tam et al.

MATERIALS AND STRUCTURES (2014)

Article Construction & Building Technology

Dynamic compressive behavior of ceramic fiber reinforced concrete under impact load

Haoyang Su et al.

CONSTRUCTION AND BUILDING MATERIALS (2013)

Article Construction & Building Technology

Concrete-filled circular steel tubes subjected to local bearing force: Experiments

Chao Hou et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2013)

Article Construction & Building Technology

Finite element modelling of concrete-filled steel stub columns under axial compression

Zhong Tao et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2013)

Article Construction & Building Technology

Reuse of sanitary ceramic wastes as coarse aggregate in eco-efficient concretes

C. Medina et al.

CEMENT & CONCRETE COMPOSITES (2012)

Article Construction & Building Technology

Seismic performance of CFST column to steel beam joint with RC slab: Joint model

Wei Li et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2012)

Article Construction & Building Technology

Elasto-plastic analysis of circular concrete-filled steel tube stub columns

Fa-xing Ding et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2011)

Article Construction & Building Technology

Seismic performance of CFST column to steel beam joints with RC slab: Analysis

Wei Li et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2011)

Article Construction & Building Technology

Compressive strength and durability properties of ceramic wastes based concrete

Fernando Pacheco-Torgal et al.

MATERIALS AND STRUCTURES (2011)

Article Construction & Building Technology

Utilization of ceramic waste as fine aggregate within Portland cement and fly ash concretes

Pincha Torkittikul et al.

CEMENT & CONCRETE COMPOSITES (2010)

Article Construction & Building Technology

Experimental Performance of Recycled Aggregate Concrete-Filled Circular Steel Tubular Columns Subjected to Cyclic Flexural Loadings

You-Fu Yang et al.

ADVANCES IN STRUCTURAL ENGINEERING (2009)

Article Construction & Building Technology

Packing density of cementitious materials : Part 1 - measurement using a wet packing method

Henry H. C. Wong et al.

MATERIALS AND STRUCTURES (2008)

Article Construction & Building Technology

Packing density of cementitious materials : part 2 - packing and flow of OPC plus PFA plus CSF

A. K. H. Kwan et al.

MATERIALS AND STRUCTURES (2008)

Article Engineering, Civil

Performance of concrete-filled thin-walled steel tubes under pure torsion

Lin-Hai Han et al.

THIN-WALLED STRUCTURES (2007)

Article Construction & Building Technology

Experimental behaviour of recycled aggregate concrete filled steel tubular columns

You-Fu Yang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2006)

Article Construction & Building Technology

Effects on concrete durability of using recycled ceramic aggregates

J. R. Correia et al.

MATERIALS AND STRUCTURES (2006)

Article Construction & Building Technology

Mechanical behaviour of non-structural concrete made with recycled ceramic aggregates

J de Brito et al.

CEMENT & CONCRETE COMPOSITES (2005)

Article Engineering, Civil

Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading

LH Han et al.

THIN-WALLED STRUCTURES (2003)

Article Construction & Building Technology

Tests on stub columns of concrete-filled RHS sections

LH Han

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2002)