Deterministic and stochastic finite element modeling of reinforced concrete beams without stirrups containing plastic wastes

Ghannoum, M; Assaad, J; Daaboul, M and El-Mir, A (2025) Deterministic and stochastic finite element modeling of reinforced concrete beams without stirrups containing plastic wastes. International Journal of Building Pathology and Adaptation, 43(4), pp. 614-632. ISSN 2398-4708

Abstract

Purpose: The use of waste polyethylene terephthalate (PET) plastics derived from shredded bottles in concrete is not formalized yet, especially in reinforced members such as beams and columns. The disposal of plastic wastes in concrete is a viable alternative to manage those wastes while minimizing the environmental impacts associated to recycling, carbon dioxide emissions and energy consumption. Design/methodology/approach: This paper evaluates the suitability of 2D deterministic and stochastic finite element (FE) modeling to predict the shear strength behavior of reinforced concrete (RC) beams without stirrups. Different concrete mixtures prepared with 1.5%–4.5% PET additions, by volume, are investigated. Findings: Test results showed that the deterministic and stochastic FE approaches are accurate to assess the maximum load of RC beams at failure and corresponding midspan deflection. However, the crack patterns observed experimentally during the different stages of loading can only be reproduced using the stochastic FE approach. This later method accounts for the concrete heterogeneity due to PET additions, allowing a statistical simulation of the effect of mechanical properties (i.e. compressive strength, tensile strength and Young's modulus) on the output FE parameters. Originality/value: Data presented in this paper can be of interest to civil and structural engineers, aiming to predict the failure mechanisms of RC beams containing plastic wastes, while minimizing the experimental time and resources needed to estimate the variability effect of concrete properties on the performance of such structures.

Item Type: Article
Uncontrolled Keywords: deterministic; finite element modeling; polyethylene terephthalate; reinforced concrete beams; shear strength; stochastic; waste plastics
Index terms: beam, energy consumption, variability, estimate, modelling, loading, stirrup, recycling, plastic, reinforced concrete beam, shear strength, reinforced concrete, environmental impact, methodology, structural engineer, tensile strength, suitability, carbon dioxide emission, finite element modelling, column, compressive strength, mechanical property
Subjects: profession, building materials, energy systems, financial and cost management, material properties and characteristics, design criteria, statistical analysis, environmental impact, waste management, materials science, climate science, construction operations, analytical methods, structural engineering, research methods, material analysis and testing
Topics: Design Practice, Site Management, Research Practice, Construction Materials, Cost Management, Roles and Professions, Engineering Principles, Sustainability
Descriptive scope: 3 PCT

N.B. Descriptive scope is a count of how many of the five facets of empirical research are indicated by the words used in title, abstract and keywords. It is not intended as a judgement on the research; merely a count of the kind of word we would expect to indicate Phenomenon, Concepts, Theoretical framing, Empirical techniques, Analytical techniques. If all five are present, then a code of “5 PCTEA” will indicate this. If you feel the coding for this record is questionable, we welcome discussion around the terms we matched or the way we categorized them. The facet you would expect may not be coded, or a facet may be coded inappropriately. This can also bear on a larger question, of which facets should be treated as defining in construction management research. Please get in touch, and we will look at it. More details here