journal article·2024-12Open access

Case study of fiber reinforced, lightweight concrete, intended for production of precast elements

Patrycja Bancerz, Jacek Katzer, Petr Miarka

Abstract

The presented work was focused on developing a lightweight, quasi self-compacting, fiber reinforced concrete mix for pre-cast use. The research activities covered a complex iteration design process and experimental tests leading to the selection of the final mix. The threshold requirements for the final mix were: strength class of at least LC 25/28, quasi self-compacting properties of the fresh concrete mix and good quality of the surfaces of hardened elements. During the design process a wide array of lightweight aggregates was considered characterized by bulk density ranging from 340 kg/m 3 to 750 kg/m 3 . Ten different concrete mixes were created. Two mixes characterized by most promising properties were further developed by the addition of steel fiber. Eventually, one of the mixes was chosen for the final tests. Compressive strength after different time intervals, tensile strength, shear strength and LOP characteristics of the chosen mix were of key interest. Durability associated properties were also tested. Ultimately, lightweight concrete with the density of 1640 kg/m 3 and the strength class of LC 30/33 was obtained.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Innovative concrete reinforcement materials · Concrete Properties and Behavior · Concrete and Cement Materials Research

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (33)

Show source-provided references
1. Exploring the performance of steel fiber reinforced lightweight concrete: a case study review
2. A solution with low-cement-lightweight concrete and high durability for applications in prefabrication10.1016/j.conbuildmat.2020.122153 ↗
3. Principal component analysis as a statistical tool for concrete mix design10.3390/ma14102668 ↗
4. Lightweight SFRC benefitting from a pre-soaking and internal curing process10.3390/ma12244152 ↗
5. Properties of high-performance LWAC for precast structures with Brazilian lightweight aggregates10.1016/S0958-9465(01)00046-4 ↗
6. Characteristics of self-consolidating concrete using two types of lightweight coarse aggregates10.1016/j.conbuildmat.2009.08.004 ↗
7. Self-compacting lightweight aggregate concrete and its properties: a review10.1016/j.conbuildmat.2023.130861 ↗
8. Fiber-reinforced lightweight concrete formulated using multiple residues10.1016/j.conbuildmat.2021.125035 ↗
9. Influence of fiber reinforcement on strength and toughness of all-lightweight concrete10.1016/j.conbuildmat.2014.07.074 ↗
10. A blurred border between ordinary concrete and SFRC10.1016/j.conbuildmat.2016.02.205 ↗
11. Median diameter as a grading characteristic for fine aggregate cement composite designing10.1016/j.conbuildmat.2012.04.050 ↗
12. The assessment of fine aggregate pit deposits for concrete production
13. The effect of expanded glass and crushed expanded polystyrene on the performance characteristics of lightweight concrete10.3390/app13074188 ↗
14. The influence of expanded glass and expanded clay on lightweight aggregate shotcrete properties10.3390/ma15051674 ↗
15. M. Horňáková, P. Lehner, J. Katzer, Relationship between destructive and non-destructive testing on SFR lightweight concrete, AIP Conf. Proc., vol. 2849 (no. 1), art. no. 140012, 2023, 〈https://doi.org/10.1063/5.0162305〉.10.1063/5.0162305 ↗
16. Properties of structural lightweight aggregate concrete based on sintered fly ash and modified with exfoliated vermiculite10.3390/ma14205922 ↗
17. L. Domagała, The effect of lightweight aggregate water absorption on the reduction of water-cement ratio in fresh concrete, in: Procedia Engineering, Elsevier Ltd, vol. 108, 2015, pp. 206–13.10.1016/j.proeng.2015.06.139 ↗
18. L. Domagała, Konstrukcyjne lekkie betony kruszywowe, in: Monografia 462, Politechnika Krakowska im; Tadeusza Kościuszki, Kraków, Poland, 2014; ISSN 0860-097X.
19. Mix design and properties of fly ash waste lightweight aggregates in structural lightweight concrete
20. Development and prospectives of lightweight high strength concrete using lightweight aggregates10.1016/j.conbuildmat.2022.129628 ↗
21. Experimental study on autogenous and drying shrinkage of steel fiber reinforced lightweight-aggregate concrete10.1155/2016/2589383 ↗
22. Quality and mechanical properties of engineered steel fibres used as reinforcement for concrete10.1016/j.conbuildmat.2012.02.058 ↗
23. Fast classification of fibres for concretebased on multivariate statistics
24. Experimental and numerical study of hooked-end steel fiber-reinforced concrete based on the meso- and macro-models10.1016/j.compstruct.2023.116750 ↗
25. Influence of steel and polypropylene fibers on the structural behavior of sustainable reinforced lightweight concrete beams made from crushed clay bricks10.3390/su151914570 ↗
26. Mechanical properties of steel fiber reinforced high strength lightweight self-compacting concrete (SHLSCC)10.1016/j.conbuildmat.2015.08.112 ↗
27. Prediction model for relative humidity of early-age internally cured concrete with pre-wetted lightweight aggregates10.1016/j.conbuildmat.2017.03.088 ↗
28. Lightweight self-compacting concrete with sintered fly ash aggregate
29. Effect of internal curing on behavior of high performance concrete: an overview
30. Internal relative humidity and drying shrinkage of hardening concrete containing lightweight and normal-weight coarse aggregates: a comparative experimental study and modeling10.1016/j.conbuildmat.2017.05.057 ↗
31. An alternative method for performance improvement of ultra-high performance concrete by internal curing: role of physicochemical properties of saturated lightweight fine aggregate10.1016/j.conbuildmat.2021.125373 ↗
32. Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates10.1016/S0008-8846(01)00608-1 ↗
33. A statistical model of fibre distribution in a steel fibre reinforced concrete10.3390/ma14237297 ↗