Innovative model for accurate prediction of the transfer length of prestressing strands based on artificial neural networks: Case study
Source abstract
Abstract
This study provides a case study showing the effectiveness of utilizing Artificial Neural Networks (ANNs) in prestressed concrete. The effectiveness of prestressing is crucially linked to the transfer length (TL) of the prestressing strands. The ANN technique was used for accurate prediction of TL based on more than 458 data points collected from various literature works. The ANN technique allowed for investigating the effect of various key parameters classified into major categories including: strand characteristics, concrete properties, geometric details, and manufacturing method. The MATLAB software was utilized to build, train, and test the ANN using 19 input variables and one targeted output. Sensitivity analysis identified the main parameters influencing the TL determination, which lead to the development of ANN-based analytical model with high prediction capability and low mean square error. The effectiveness and accuracy of the proposed model were verified through comparisons with the AASHTO and ACI codes models as well as with some proposed models in literature. The developed ANN-based prediction model combined the effects of most significant parameters influencing the TL with many important parameters never been considered before. For simplicity, the required coefficients for predicting the TL using the developed model were provided in clear and easy to use charts taking into consideration the beam cross-sectional shape.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Infrastructure Maintenance and Monitoring · Concrete Corrosion and Durability · Structural Health Monitoring Techniques
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (39)
Show source-provided references
1. Raju · 2006
2. Gross · 1995
3. Theoretical analysis of transfer lengths in pretensioned prestressed concrete members10.1061/(ASCE)0733-9399(2006)132:10(1057) ↗
4. Kelly · 2006
5. Russell · 1993
6. Kose · 1999
7. Influence of concrete strength on strand transfer length
8. Influence of high strength concrete on transfer and development length of pretensioning strand10.15554/pcij.05011993.52.66 ↗
9. Realistic evaluation of transfer lengths in Pretensioned, prestressed concrete members
10. Mohandoss · 2018 · 1
11. Park · 2015
12. Transfer length of epoxy-coated prestressing strand
13. Analysis and prediction of transfer length in Pretensioned, prestressed concrete members10.14359/51686571 ↗
14. Analysis of bond stress distribution for prestressing strand by standard test for strand bond10.1016/j.engstruct.2014.04.040 ↗
15. Bond behavior of pretensioned strand embedded in ultra-high-Performance fiber-reinforced concrete10.1186/s40069-018-0249-4 ↗
16. Experimental evaluation of transfer length in pretensioned concrete beams using 2,400-MPa prestressed strands10.1061/(ASCE)ST.1943-541X.0001567 ↗
17. Measured transfer lengths of 0. 7 in. (17. 8 mm) strands for pretensioned beams
18. Thomas · 1993
19. Transfer, development, and splice length for strand/reinforcement in high-strength concrete
20. Bishop · 1995
21. Artificial neural network: a tutorial
22. Optimization of space structures by neural dynamics10.1016/0893-6080(95)00026-V ↗
23. Assessment of highway slope failure using neural networks10.1631/jzus.A0820265 ↗
24. Prediction of concrete compressive strength by evolutionary artificial neural networks10.1155/2015/849126 ↗
25. Neural networks for predicting compressive strength of structural light weight concrete10.1016/j.conbuildmat.2008.12.003 ↗
26. Analysis of carbonation behavior in concrete using neural network algorithm and carbonation modeling10.1016/j.cemconres.2009.08.022 ↗
27. Prediction of the transfer length of prestressing strands with neural networks10.12989/cac.2013.12.2.187 ↗
28. Not all samples are created equal: deep learning with importance sampling
29. 2012
30. Development length of prestressing strands
31. American Concrete Institute, ACI 314 · 2014
32. Transfer and development lengths of carbon Fiber reinforcement polymers prestressed reinforcement
33. Formulation of new development length equation for 0.6 in. Prestressing strand10.15554/pcij.09012005.96.105 ↗
34. Analytical model for transfer length prediction of 13 mm prestressing strand10.12989/sem.2007.26.2.211 ↗
35. 2009
36. Transfer, development, and splice length for Strand/Reinforcement in high-strength concrete
37. Bond behavior of pretensioned strand embedded in ultra-high-performance fiber-reinforced concrete
38. Measured transfer lengths of 0.5 and 0.6 in. Strands in pretensioned concrete10.15554/pcij.09011996.44.65 ↗
39. Code · 2015