Numerical Simulation and Parametric Study on the Moment Capacity of Composite Beam
Response of structural components like beams have been studied by different methods. One of the methods which is widely used is experimental testing. But since it provides actual response, it can be quite costly and time consuming. However, finite element analysis has been used a lot due to capabili...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Pouyan Press
2019-07-01
|
| Series: | Computational Engineering and Physical Modeling |
| Subjects: | |
| Online Access: | http://www.jcepm.com/article_96307_5af920b2dc11968a80a7167317322e44.pdf |
| _version_ | 1818822430766923776 |
|---|---|
| author | Mousa Alqarni Ahmad Noman Muhammad Aun Bashir |
| author_facet | Mousa Alqarni Ahmad Noman Muhammad Aun Bashir |
| author_sort | Mousa Alqarni |
| collection | DOAJ |
| description | Response of structural components like beams have been studied by different methods. One of the methods which is widely used is experimental testing. But since it provides actual response, it can be quite costly and time consuming. However, finite element analysis has been used a lot due to capabilities of computer hardware and software. The use of software to model structural components is cost effective and much faster. In this study, ABAQUS was used for numerical simulation of a concrete filled steel tube (CFST) beam and the effect of width/thickness ratio, yield strength of steel tube, compressive strength of concrete and the stiffness on the moment capacity of the CFST beam were studied. The simulation shows good agreement with the experimental results. After validation of simulation, the parametric study on the moment strength of the beam was carried out to predict the simple equations for maximum moment capacity of CFST beam. It was observed that the capacity of the beam was governed by the steel tube strength. |
| first_indexed | 2024-12-18T23:23:58Z |
| format | Article |
| id | doaj.art-5f16bd584da9405487d6304fc693084b |
| institution | Directory Open Access Journal |
| issn | 2588-6959 2588-6959 |
| language | English |
| last_indexed | 2024-12-18T23:23:58Z |
| publishDate | 2019-07-01 |
| publisher | Pouyan Press |
| record_format | Article |
| series | Computational Engineering and Physical Modeling |
| spelling | doaj.art-5f16bd584da9405487d6304fc693084b2022-12-21T20:47:52ZengPouyan PressComputational Engineering and Physical Modeling2588-69592588-69592019-07-0123162610.22115/cepm.2019.199497.106996307Numerical Simulation and Parametric Study on the Moment Capacity of Composite BeamMousa Alqarni0Ahmad Noman1Muhammad Aun Bashir2Department of Civil Engineering, Al Imam Mohammad Ibn Saud Islamic University, Riyadh, KSADepartment of Civil Engineering, Al Imam Mohammad Ibn Saud Islamic University, Riyadh, KSAAssistant Professor, Department of Civil Engineering, Al Imam Mohammad Ibn Saud Islamic University, Riyadh, KSAResponse of structural components like beams have been studied by different methods. One of the methods which is widely used is experimental testing. But since it provides actual response, it can be quite costly and time consuming. However, finite element analysis has been used a lot due to capabilities of computer hardware and software. The use of software to model structural components is cost effective and much faster. In this study, ABAQUS was used for numerical simulation of a concrete filled steel tube (CFST) beam and the effect of width/thickness ratio, yield strength of steel tube, compressive strength of concrete and the stiffness on the moment capacity of the CFST beam were studied. The simulation shows good agreement with the experimental results. After validation of simulation, the parametric study on the moment strength of the beam was carried out to predict the simple equations for maximum moment capacity of CFST beam. It was observed that the capacity of the beam was governed by the steel tube strength.http://www.jcepm.com/article_96307_5af920b2dc11968a80a7167317322e44.pdfhollow steel beamsteel beam filled with concretenumerical simulationmoment strengthparametric analysis |
| spellingShingle | Mousa Alqarni Ahmad Noman Muhammad Aun Bashir Numerical Simulation and Parametric Study on the Moment Capacity of Composite Beam Computational Engineering and Physical Modeling hollow steel beam steel beam filled with concrete numerical simulation moment strength parametric analysis |
| title | Numerical Simulation and Parametric Study on the Moment Capacity of Composite Beam |
| title_full | Numerical Simulation and Parametric Study on the Moment Capacity of Composite Beam |
| title_fullStr | Numerical Simulation and Parametric Study on the Moment Capacity of Composite Beam |
| title_full_unstemmed | Numerical Simulation and Parametric Study on the Moment Capacity of Composite Beam |
| title_short | Numerical Simulation and Parametric Study on the Moment Capacity of Composite Beam |
| title_sort | numerical simulation and parametric study on the moment capacity of composite beam |
| topic | hollow steel beam steel beam filled with concrete numerical simulation moment strength parametric analysis |
| url | http://www.jcepm.com/article_96307_5af920b2dc11968a80a7167317322e44.pdf |
| work_keys_str_mv | AT mousaalqarni numericalsimulationandparametricstudyonthemomentcapacityofcompositebeam AT ahmadnoman numericalsimulationandparametricstudyonthemomentcapacityofcompositebeam AT muhammadaunbashir numericalsimulationandparametricstudyonthemomentcapacityofcompositebeam |