Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Finite Element Analysis: Displacement of Eccentric Loaded SFRC Ribbed Wall Panel
Abstract This finite element study was carried out to investigate the steel fiber reinforced concrete with three (3) ribbed wall (SFRC-3RW) panel containing reinforced wire mesh (BRC) subjected to axial and eccentric loading, also its load bearing response behavior. A ribbed wall with steel reinforced was modeled with finite element analysis software LUSAS 14.7 using three dimensional modeling and nonlinear finite element analysis. The SFRC-3RW panel was subject to axial and eccentric loading to observe and investigate its buckling effect, the load bearing response behavior, and compare with SFRC plain wall (PW). The SFRC-3RW and PW was using concrete grade 30 with 0.5 % steel fiber content. The SFRC-3RW ultimate load bearing is 581 kN with maximum compression vertical and lateral displacement by 2.36 and 6.16 mm, respectively, compared to SFRC-PW with eccentric loading (SFRC-PWe) 577 kN with maximum compression vertical and lateral displacement by 2.31 and 8.24 mm. The reduction in concrete volume and ultimate load capacity were 20 and 0.33 % from SFRC-PWe in which SFRC-3RW save the concrete amount and gave higher load capacity compared to SFRCPWe. It can be concluded that the load bearing capacity for SFRC-3RW with BRC is acceptable and can withstand vertical pressure also reducing the amount of concrete usage.
Finite Element Analysis: Displacement of Eccentric Loaded SFRC Ribbed Wall Panel
Abstract This finite element study was carried out to investigate the steel fiber reinforced concrete with three (3) ribbed wall (SFRC-3RW) panel containing reinforced wire mesh (BRC) subjected to axial and eccentric loading, also its load bearing response behavior. A ribbed wall with steel reinforced was modeled with finite element analysis software LUSAS 14.7 using three dimensional modeling and nonlinear finite element analysis. The SFRC-3RW panel was subject to axial and eccentric loading to observe and investigate its buckling effect, the load bearing response behavior, and compare with SFRC plain wall (PW). The SFRC-3RW and PW was using concrete grade 30 with 0.5 % steel fiber content. The SFRC-3RW ultimate load bearing is 581 kN with maximum compression vertical and lateral displacement by 2.36 and 6.16 mm, respectively, compared to SFRC-PW with eccentric loading (SFRC-PWe) 577 kN with maximum compression vertical and lateral displacement by 2.31 and 8.24 mm. The reduction in concrete volume and ultimate load capacity were 20 and 0.33 % from SFRC-PWe in which SFRC-3RW save the concrete amount and gave higher load capacity compared to SFRCPWe. It can be concluded that the load bearing capacity for SFRC-3RW with BRC is acceptable and can withstand vertical pressure also reducing the amount of concrete usage.
Finite Element Analysis: Displacement of Eccentric Loaded SFRC Ribbed Wall Panel
Hamdi, Mohd Maiziz Bin Fishol (Autor:in) / Hamzah, Siti Hawa Binti (Autor:in) / Hashim, Mohd Hisbany Bin Mohd (Autor:in)
InCIEC 2015 ; 523-536
01.01.2016
14 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Modelling of SFRC using inverse finite element analysis
| Online Contents | 2006
Modelling of SFRC Using Inverse Finite Element Analysis
| British Library Online Contents | 2006
Modelling of SFRC using inverse finite element analysis
| British Library Online Contents | 2006
Modelling of SFRC using inverse finite element analysis
| Online Contents | 2006
Modelling of SFRC using inverse finite element analysis
| Online Contents | 2006