Probabilistische Bewertung redundanter Befestigungen in faserbewehrtem Beton/Probabilistic Assessment of Redundant Fastenings in Fiber-Reinforced Concrete
Table of contents
Bibliographic information

Organ des VDI Fachbereichs Bautechnik
Volume 100 (2025), Edition 11
- Authors:
- , , , , , , , , , , , , , ,
- Publisher
- VDI fachmedien, Düsseldorf
- Publication year
- 2025
- ISSN-Online
- 0005-6650
- ISSN-Print
- 0005-6650
Chapter information
Volume 100 (2025), Edition 11
Probabilistische Bewertung redundanter Befestigungen in faserbewehrtem Beton/Probabilistic Assessment of Redundant Fastenings in Fiber-Reinforced Concrete
- Authors:
- ,
- ISSN-Print
- 0005-6650
- ISSN-Online
- 0005-6650
- Preview:
The construction industry increasingly develops sustainable concretes with alternative cements, recycled aggregates, and fiber reinforcement to reduce emissions and extend the service life of structures. Fiber-reinforced concretes with steel or plastic fibers find wide application in different load-bearing elements. An efficient method for fastening various non-structural elements to concrete is the use of power-actuated fasteners (PAFs), which convince by rapid installation and easy handling. Due to the high variability in load capacity and installation quality, this technology requires a detailed reliability analysis in safety relevant applications. The aim of this study is to develop engineering evaluation methods and to investigate the performance of PAFs in fiber-reinforced concrete. Experimental tests and a probabilistic redundancy assessment were conducted in MATLAB. Two scenarios were analyzed: a superposition method and a cascade model. The results from 320 tests with a newly developed PAF system in various fiber concretes provide valuable insights for design, redundancy consideration, research, and practical applications.
Bibliography
No match found. Try another term.
- [1] ACI PRC-544.1R-96, Report on Fiber Reinforced Concrete (Reapproved 2009), American Concrete Institute, Farmington Hills, MI, USA, (2009). Open Google Scholar
- [2] F. Altun, T. Haktanir, K. Ari: Effects of steel fiber addition on mechanical properties of concrete and RC beams, Constr. Build. Mater. 21 (2007), doi.org/10.1016/j.conbuildmat.2005.12.006. Open Google Scholar
- [3] Eligehausen, R., Mallée, R., Silva, J. F.: Anchorage in Concrete Construction. Berlin: Ernst & Sohn Verlag (2006), doi.org/10.1002/maco.200690128. Open Google Scholar
- [4] Hilti Corporation: Direct Fastening Technology Manual 2023. Online manual of fastening technology, Schaan: Hilti Deutschland AG (2023). Open Google Scholar
- [5] Fang, Q., Wu, H.: Concrete structures under projectile impact. In: Concrete Structures Under Projectile Impact (2017) pp. 497-558, Springer, Singapore, doi.org/10.1007/978–981–10–3620–0_12. Open Google Scholar
- [6] Bergmeister, K.: Stochastik in der Befestigungstechnik mit realistischen Einflussgrößen. Dissertation, University of Innsbruck, Faculty of Civil Engineering and Architecture, Innsbruck (1988). Open Google Scholar
- [7] Gerber, W.: Theorie zum Eintreiben und Verankern von Bolzen in Beton. Bauingenieur, 62, 213-218 (1987). Open Google Scholar
- [8] Patzak, M.: Zur Frage der Sicherheit von Setzbolzenbefestigungen in Betonbauteilen. Beton + Fertigteil-Technik, Issue 5/1979, Wiesbaden: Bauverlag (1979). Open Google Scholar
- [9] EAD 330083–02–0601. Power-actuated fastener for multiple use in concrete for non-structural applications. Brussels: EOTA. (2018). Open Google Scholar
- [10] DIN CEN/TR 17079. Design of anchorage of fastening systems in concrete – Redundant non-load-bearing systems. Berlin: Beuth Verlag (2019). Open Google Scholar
- [11] Gould, W., Lichti, D.: Power Forward: Diving Power-Actuated Fastener (PAF) Code Provisions. STRUCTURE magazine, Ilinois: Structure (2013). www.structuremag.org/article/power-forward-driving-power-actuated-fastener-paf-code-provisions. Open Google Scholar
- [12] Shan, Z. W., Looi, D. T. W., Su, R. K. L.: A novel seismic strengthening method of RC columns confined by direct fastening steel plates. Engineering Structures, 218, 110838. (2020), doi.org/10.1016/j.engstruct.2020.110838. Open Google Scholar
- [13] Su, R. K. L., Shan, Z. W.: Axial strengthening of RC columns by steel encasement with direct fastening connection. IOP Conference, Material Science and Engineering (2019), doi.org/10.1088/1757–899x/660/1/012055. Open Google Scholar
- [14] Michels, J., Shahverdi, M., Czaderski, C.: Flexural strengthening of structural concrete with iron-based shape memory alloy strips. Structural Concrete, Volume 19, Issue 3, fib, Berlin: Ernst & Sohn Verlag (2018), doi.org/10.1002/suco.201700120. Open Google Scholar
- [15] Lamanna, AJ; Bank LC; Scott, DW: Flexural strengthening of reinforced concrete beams by mechanically attaching fiber-reinforced polymer strips. Journal of composites for construction, 8(3):203–10 (2004), doi.org/10.1061/(asce)1090–0268(2004)8:3(203). Open Google Scholar
- [16] Langenbeck, A. D., Spyridis, P., Beßling, M.: Experimental investigations of power-actuated fastenings in TRC. Developments in the Built Environment, 14 (2023) 100158, doi.org/10.1016/j.dibe.2023.100158. Open Google Scholar
- [17] Scholz, R.; Franck, P.; Yousef, A.: Validating the performance of direct fastening (PAF) into concrete with high‐speed measuring technology. ce/papers, 6(5)(2023), 213-220, doi.org/10.1002/cepa.2740. Open Google Scholar
- [18] Spyridis, P.; Mellios, N.: (2022) Tensile performance of headed anchors in steel fiber reinforced and conventional concrete in uncracked and cracked state. Materials, 15(5), 1886, doi.org/10.3390/ma15051886. Open Google Scholar
- [19] Spyridis, P.; Hufelschulte, F.; Mellios, N.: Einfluss der Stahlfaserbewehrungsarten auf den Betonversagenswiderstand von Befestigungen. Beton‐und Stahlbetonbau, 117(3) (2022), 176-185, doi.org/10.1002/best.202100101. Open Google Scholar
- [20] Mellios, N.; Losse, J.; Spyridis, P. : Hybrid assessment of fiber orientation influence on the load resistance of anchors in SFRC. Civil Engineering Design, 5(5-6) (2024), 107-117, doi.org/10.1002/cend.202300014. Open Google Scholar
- [21] Yousef, A.; Spyridis, P.: Structural and redundancy performance of power actuated fasteners as direct fastenings in fiber reinforced concrete. Structural Concrete (2025) doi.org/10.1002/suco.70071. Open Google Scholar
- [22] Yousef, A.; Mellios, N. ;Spyridis, P.: Probabilistic finite elements of direct fixings in concrete with discrete steel-fibres. In: (eds. Di Prisco, M., Meda, A., Balázs, G.L.) Proceedings of the 14th fib PhD Symposium, Rome, Italy, 5-7 September 2022, doi.org/10.35789/fib.bull.0105. Open Google Scholar
- [23] Mellios, N.; Yousef, A.; Spyridis, P.: Probabilistic finite elements of direct fixings in concrete with discrete aggregates. In: (eds. Di Prisco, M., Meda, A., Balázs, G.L.) Proceedings of the 14th fib PhD Symposium, Rome, Italy, 5-7 September 2022, doi.org/10.35789/fib.bull.0105. Open Google Scholar
- [24] Spyridis, P.; Strauss, A.: Robustness assessment of redundant structural systems based on design provisions and probabilistic damage analyses. Buildings 10.12 (2020), doi.org/10.3390/buildings10120213. Open Google Scholar
- [25] Spyridis. P.; Strauss. A.; Di-Sario. M.: Principles For the Evaluation of Redundancy in Fastening Systems. Life-Cycle Civil Engineering: Innovation, Theory and Practice, 1st Edition, (2021) 9780429343292, doi.org/10.1201/9780429343292–177. Open Google Scholar
- [26] NV BEKAERT SA: Dramix Steel fibers for Concrete Reinforcement, Environmental Product Declaration Type III ITB No. 312/2022. Open Google Scholar
- [27] BarChip48: EPC BarChip 48 , Macro Synthetic Fibre, Product data sheet. Open Google Scholar
- [28] EOTA – European Organisation for Technical Approvals: Technical Report TR 048 “Details of tests for post-installed fasteners in concrete”. Brussels (2016). Open Google Scholar
- [29] Clark, A.: A Comparison of Correlation Measures. University of Notre Dame, Indiana, United States of America, 2 May 2013. Open Google Scholar