Skip navigation

Static and seismic responses of eco-friendly buried concrete pipes with various dosages of fly ash

Static and seismic responses of eco-friendly buried concrete pipes with various dosages of fly ash

Mostofizadeh, Sayedali and Tee, Kong Fah ORCID logoORCID: https://orcid.org/0000-0003-3202-873X (2021) Static and seismic responses of eco-friendly buried concrete pipes with various dosages of fly ash. Applied Sciences, 11 (24):11700. ISSN 2076-3417 (Online) (doi:10.3390/app112411700)

[thumbnail of Publisher VoR]
Preview
PDF (Publisher VoR)
35941_TEE_Static_and_seismic_responses.pdf - Published Version
Available under License Creative Commons Attribution.

Download (9MB) | Preview

Abstract

In this paper, an evaluation based on the detailed failure has been conducted for underground sewage Geopolymer concrete (GPC) pipes under static and seismic loadings with consideration of the optimal time steps in the time-dependent process related to nonlinear behavior of GPC pipes in static and dynamic analyses. The ANSYS platform is employed for improving an advanced FE model for a GPC pipe which can simulate the performance of underground GPC pipes containing various percentages of fly ash (FA) as a Portland cement (PC) replacement. Subsequently, the time-dependent model is used to assess the efficacy of this concrete admixture (FA) in the structural response of the unreinforced GPC pipe in FEM. Indeed, the generated GPC pipe with the three-dimensional model has the potential to capture the nonlinear behavior of concrete which depicts the patterns of tensile cracking and compressive crushing that occur over the applied static loads in the FE model. The main issue in this paper is the assessment of the GPC pipe response typically based on the displacement due to static and seismic loadings. The numerical results demonstrated that the optimal displacement was obtained when the structural response had typically the lowest value for GPC pipes containing 10–30% FA and 20% FA under static and seismic loadings, respectively. Indeed, a reduction by 25% for the vertical displacement of a GPC pipe containing 20% FA was observed compared to that without FA under time-history analysis.

Item Type: Article
Uncontrolled Keywords: fly ash; concrete pipes; static and seismic responses; geopolymer concrete; finite element modeling
Subjects: T Technology > TD Environmental technology. Sanitary engineering
T Technology > TH Building construction
Faculty / School / Research Centre / Research Group: Faculty of Engineering & Science
Faculty of Engineering & Science > School of Engineering (ENG)
Last Modified: 23 May 2022 11:12
URI: http://gala.gre.ac.uk/id/eprint/35941

Actions (login required)

View Item View Item

Downloads

Downloads per month over past year

View more statistics