Finite element modelling of profiled steel deck composite slab system with engineered cementitious composite under monotonic loading

2019 ◽  
Vol 186 ◽  
pp. 13-25 ◽  
Author(s):  
K.M.A. Hossain ◽  
S. Attarde ◽  
M.S. Anwar
Keyword(s):  
Finite Element ◽  
Finite Element Modelling ◽  
Monotonic Loading ◽  
Cementitious Composite ◽  
Composite Slab ◽  
Element Modelling ◽  
Engineered Cementitious Composite ◽  
Steel Deck

scholarly journals Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading.

2021 ◽  
Author(s):  
Shubhangi Attarde
Keyword(s):  
Finite Element ◽  
Mesh Size ◽  
Monotonic Loading ◽  
Nonlinear Finite Element ◽  
Experimental Results ◽  
Model Parameters ◽  
Element Analysis ◽  
Composite Slab ◽  
Composite Slabs ◽  
Steel Deck

This research concentrated on the nonlinear finite element (FE) modeling of one-way composite floor slab system comprising of profiled steel deck and two types of concrete namely, Engineered Cementitious Composites (ECC) and Self-Consolidating Concrete (SCC). Two FE models were developed based experimental results of composite slabs subjected to in-plane monotonic loading. The simulated load-deflection response, moment resistance, and shear bond capacity using two FE models were in reasonable good agreement with experimental results. The FE models were used in a comprehensive parametric study to investigate the effect of numerical model parameters such as mesh size, dilation angle, steel sheet-concrete interaction contact, material properties and composite slab span. In addition, FE models were used to determine shear bond parameters of ECC and SCC composite slabs that can be used for design purposes.

scholarly journals Investigation on the behaviour of CFRP strengthened CHS members under monotonic loading through finite element modelling

Structures ◽  
2020 ◽  
Vol 28 ◽  
pp. 297-308
Author(s):  
T. Tafsirojjaman ◽  
Sabrina Fawzia ◽  
David Thambiratnam
Keyword(s):  
Finite Element ◽  
Finite Element Modelling ◽  
Monotonic Loading ◽  
Element Modelling

scholarly journals Nonlinear finite element analysis of profiled steel deck composite slab system under monotonic loading.

2021 ◽  
Author(s):  
Shubhangi Attarde
Keyword(s):  
Finite Element ◽  
Mesh Size ◽  
Monotonic Loading ◽  
Nonlinear Finite Element ◽  
Experimental Results ◽  
Model Parameters ◽  
Element Analysis ◽  
Composite Slab ◽  
Composite Slabs ◽  
Steel Deck

This research concentrated on the nonlinear finite element (FE) modeling of one-way composite floor slab system comprising of profiled steel deck and two types of concrete namely, Engineered Cementitious Composites (ECC) and Self-Consolidating Concrete (SCC). Two FE models were developed based experimental results of composite slabs subjected to in-plane monotonic loading. The simulated load-deflection response, moment resistance, and shear bond capacity using two FE models were in reasonable good agreement with experimental results. The FE models were used in a comprehensive parametric study to investigate the effect of numerical model parameters such as mesh size, dilation angle, steel sheet-concrete interaction contact, material properties and composite slab span. In addition, FE models were used to determine shear bond parameters of ECC and SCC composite slabs that can be used for design purposes.

Finite element modelling of flexural behaviour of geosynthetic cementitious composite mat (GCCM)

2018 ◽  
Vol 154 ◽  
pp. 33-42 ◽  
Author(s):  
Tidarut Jirawattanasomkul ◽  
Nuttapong Kongwang ◽  
Pitcha Jongvivatsakul ◽  
Suched Likitlersuang
Keyword(s):  
Finite Element ◽  
Finite Element Modelling ◽  
Cementitious Composite ◽  
Flexural Behaviour ◽  
Element Modelling
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