SCEnt
The main objective of the project is to demonstrate the opportunity of using a sustainable concrete both from the point of view of applicability to structural elements but also as a solution for energy efficient buildings. The growing consumption of non-renewable natural resources has led to the need to find alternative raw material solutions. One such alternative source is volcanic rocks.
UN Sustainable Development Goals (UN-SDG)
Perlite is a volcanic rock that differs from other such types of rocks in that when it is heated to over 900°C it expands, increasing its volume from 4 to 20 times. Thus, expanded perlite was used in the construction industry as an insulating material. The major advantage of perlite over other insulating materials is that it is not a flammable material. Other advantages that recommend expanded perlite as a material with potential for use in the construction industry are: low specific weight, good sound and thermal insulation as well as the fact that it is a chemically inert material.
Earthquakes have been a threat to the safety of communities since ancient times. With the emergence of cities and their vertical and horizontal development and expansion, the damage caused by earthquakes has become significant. For engineers, the safety of building occupants is the first and most important mission. Thus, in order to create safe constructions that incorporate new, sustainable and energy-efficient materials, they need to be tested in laboratories, using complex equipment.
The level of technological maturity reached within the project is 4, i.e., starting from theoretical concepts, a prototype was obtained whose functionality was validated in laboratory conditions. Thus, a reduced-scale model (1:3) of a reinforced concrete structure was tested for seismic actions in order to certify the use of the new type of concrete in building structures in active seismic areas.
Obtaining a recipe for sustainable concrete - the final result of this stage is obtaining a recipe that provides the necessary workability, mechanical resistance that can justify the application of this material to load-bearing elements and, above all, good thermal properties. The achievement of this objective is expected in the first 8-10 months of the project. The expected result meets goals 9, 10 and 12 of the list of sustainability goals proposed by the United Nations.
The sustainability of the obtained recipe - the recipe that meets the characteristics listed above will be analyzed from the point of view of energy saving and cost reduction, but also from the point of view of the impact on the environment. Life cycle impact analysis (LCA) will be carried out using Cradle-to-Gate and Cradle-to-Grave methodologies. This objective is planned to be achieved in the 18th month of the project. After this term, analyzes will only continue if new elements or major changes occur that lead to significantly different results. The expected result meets goals 12 and 13 of the list of sustainability goals proposed by the United Nations.
The energy efficiency of the developed material and the behavior of a 3D scale model subjected to seismic actions - Several types of 3D scale models that will have different configurations will be considered. These differences consist, mainly, in the way of making the closures through: walls made entirely of sustainable concrete; masonry walls made of ceramic elements with vertical voids filled with sustainable concrete; masonry block walls made of sustainable concrete. The determination of heat losses will be done using methodologies agreed in current practice. The experimental tests using the seismic platform will lead to the best solution both from a structural point of view and from the point of view of energy efficiency. This objective will be met in the 20th month of the project. The expected result meets goals 11 and 12 of the list of sustainability goals proposed by the United Nations.
The dissemination of research results will be done through publications in specialized magazines with international recognition in the field as well as through presentations at international conferences and symposia. At the same time, information sessions and round tables will be organized to which representatives of the business environment will be invited to participate in order to introduce the new material on the construction market.
Stage 1/2022 - 28.06.2022-31.12.2022
Budget for stage 1 - 146643 RON
A1.1 – Conceptual analysis and updating of research status at the international level in the field
A1.2 – Development of the optimal concrete recipe (balance between mechanical, elastic and thermal properties)
A1.3 – Determination of mechanical and elastic properties (flexural tensile strength, compressive strength, static modulus of elasticity)
A1.4 – Dynamic characterization of the material (dynamic modulus of elasticity, damping coefficient of the material)
A1.5 – Experimental tests on the influence of temperature
A1.6 – Analyzes on the microstructure of the material (SEM, XRD, DSC)
A1.7 – LCA type analyzes (Cradle to Gate, equivalent CO2 emissions, etc.)
A1.8 – Dissemination of results
Stage 2/2023 - 01.01.2023-31.12.2023
Budget for stage 2 - 306868 RON
A2.1 – Dynamic material characterization
A2.2 – Experimental tests on gellivity
A2.3 – Analyzes on the microstructure of the material
A2.4 – LCA type analysis - cost/benefit analysis
A2.5 – Making small-scale 3D models
A2.6 – Numerical analyzes and experimental tests on the shaking table
A2.7 – Dissemination of project results - stage 2
Stage 3/2024 - 01.01.2024-31.12.2024
Budget for stage 3 - 144788 RON
A3.1 – Making final 3D prototype model
A3.2 – LCA analysis - cost/benefit analysis
A3.3 – Parametric numerical analyses
A3.4 – Dissemination of project results - stage 3
Dr. Rareş-George ŢĂRAN
Toma I.O., Alexa-Stratulat S.M., Mihai P., Toma A.M., Venghiac V.M., Influence of elevated temperature on the early age properties of cement mortar with zeolite powder, Proceedings of SGEM International Scientific Conferences on Earth & Planetary Sciences, 22(6.2), pp. 429–436, ISBN 978-619-7603-52-1, https://doi.org/10.5593/sgem2022V/6.2/s26.55 , 6-9 decembrie 2022, Viena, Austria (SCOPUS ID: 2-s2.0-85159557709)
Toma I.O., Olteanu I., Țăranu G., Banu O., Alexa-Stratulat S.M., Early age mechanical preoperties of cement based mortar with zeolite aggregates, Proceedings of SGEM International Scientific Conferences on Earth & Planetary Sciences, 22(6.2), pp. 405–412, ISBN 978-619-7603-52-1, https://doi.org/10.5593/sgem2022V/6.2/s26.52 , 6-9 decembrie 2022, Viena, Austria (SCOPUS ID: 2-s2.0-85159592602)
International Conferences:
Alexa-Stratulat S.M., Stoian G., Rusu M.-M., Ardelean I., Cimpoeșu N., Toma I.O., Analysis of Pore Structure in Cement Pastes with Natural Zeolites, Proceedings of 7th International Conference on Advanced Materials, Structures and Mechanical Engineering (7th ICAMSME 2023), 17-19 martie 2023, Incheon National University, South Korea
Țăranu G., Olteanu I., Venghiac V.M., Banu O.M., Toma I.O., Florea V., Numerical Investigations on the Seismic Behavior of a Reinforced Concrete Frame Structure, Proceedings of International Conference on Computation Civil Engineering – Embedding Digital and Green for Resilient Constructions (CCE2023), 24-25 mai 2023, Iași, Romania
Venghiac V.M., Banu O.M., Țăranu G., Olteanu I., Toma I.O., Băetu S.A., Time-History Analyses on the Effect of Partial Infill Walls on the Seismic Response of a Reinforced Concrete Frame Structure, Proceedings of International Conference on Computation Civil Engineering – Embedding Digital and Green for Resilient Constructions (CCE2023), 24-25 mai 2023, Iași, Romania
Covatariu G., Toma I.O., Alexa-Stratulat S.M., Covatariu D., Bunea G., Olteanu I., The Use of Artificial Neural Network for Predicting the Thermal Conductivity of Cement Based Mortar with Natural Zeolites, Proceedings of International Conference on Computation Civil Engineering – Embedding Digital and Green for Resilient Constructions (CCE2023), 24-25 mai 2023, Iași, Romania
Alexa-Stratulat S.M., Covatariu D., Bunea G., Banu O.M., Maxineasa S.G., Toma I.O., High-Temperature Behavior of Zeolite Containing Mortar: Experiment and Modeling, Proceedings of International Conference on Computation Civil Engineering – Embedding Digital and Green for Resilient Constructions (CCE2023), 24-25 mai 2023, Iași, Romania
Toma I.O., Alexa-Stratulat S.M., Toma A.M., Bunea G., Țăranu G., Thermal Conductivity of Mortar with Expanded Perlite, Proceedings of 23rd International Multidisciplinary Scientific GeoConference (SGEM 2023), 2023, 23(6.1), pp. 353–360, ISBN 978-619-7603-61-3, https://doi.org/10.5593/sgem2023/6.1/s26.44 , 1-10 iulie 2023, Albena, Bulgaria (SCOPUS ID: 2-s2.0-85177859227)
WebofKnowledge Journals:
Toma I.O., Stoian G., Rusu M.M., Ardelean I., Cimpoeșu N., Alexa-Stratulat S.M., Analysis of Pore Structure in Cement Pastes with Micronized Natural Zeolite, MDPI Materials, vol. 16(13), 4500, 2023, https://doi.org/10.3390/ma16134500
Alexa-Stratulat S.M., Olteanu I., Toma A.M., Pastia C., Banu O., Corbu O.C., Toma I.O. The use of natural zeolites in cement based construction materials - a state of the art review, MDPI Coatings, eISSN 2079-6412, Special Issue: Recent Progress in Sustainability and Durability of Concrete and Mortar Composites, vol. 14(1), 18, 2023, https://doi.org/10.3390/coatings14010018
International Conferences:
Toma I.O., Venghiac V.M., Alexa-Stratulat S.M., Banu O.M., Mathe A.E, Mihai P., Characterization of Concrete Using Expanded Perlite Aggregates, 6th Euro-Mediterranean Conference for Environmental Integration (EMCEI 2024), paper 209, 15-18 mai 2024, Marrakech, Maroc
WebofKnowledge Journals:
Alexa-Stratulat S.M., Taranu G., Toma A.M., Olteanu I., Pastia C., Bunea G., Toma I.O., Effect of expanded perlite aggregates and temperature on the strength and dynamic elastic properties of cement mortar, ELSEVIER Construction and Building Materials, vol. 438, id. 137229, 2024, https://doi.org/10.1016/j.conbuildmat.2024.137229