Since 1963
ARTICLE
Influence of bonding condition on mechanical performance of synthetic sports surfaces by FEM
1
College of Sports Engineering and Information Technology, Key Laboratory of Sports Engineering of General Administration of Sport of China, Wuhan Sports University, Wuhan, China
Submission date: 2022-04-20
Final revision date: 2022-07-25
Acceptance date: 2022-07-27
Online publication date: 2022-09-18
Publication date: 2022-11-25
Journal of Theoretical and Applied Mechanics 2022;60(4):637-647
KEYWORDS
TOPICS
ABSTRACT
The purpose of the study was to evaluate the effect of interlayer bonding conditions on
the mechanical performance of a synthetic sports track with time. A two-dimensional finite
element model of the synthetic sports track was developed in order to calculate the track
temperature stress and strain in thermal environmental conditions. Thermal and structural
responses of the multi-layer sports ground were simulated using a transient thermal and
structural analysis in one day. Based on that, different physical parameters of the interlayer
were considered to analyze the influence of the bonding layer status on the potential damage
of the surface layer in the sports track. The results indicated that different bonding conditions
would affect the strain difference between the top and bottom of the synthetic sports layer,
which might cause a weak mechanical performance of the synthetic sports layer. Finally, 2D
finite element analysis was regarded to be a proper tool to simulate the transient thermal
and mechanical behavior of the synthetic sports track. The suggested simulation model
can predict the influence of bonding conditions on damage of the synthetic sports track,
which can provide some guidance for engineers and technicians working on constructions of
synthetic sports tracks.
REFERENCES (21)
1.
Baker A., Bitton D., Wang J., 2012, Development of a proof test for through-life monitoring of bond integrity in adhesively bonded repairs to aircraft structure, International Journal of Adhesion and Adhesives, 36, 65-76.
2.
Barber E.S., 1957, Calculation of maximum pavement temperatures from weather reports, Highway Research Board Bulletin, 168, 1-8.
3.
Chiasson A.D., Yavuzturk C., Ksaibati K., 2008, Linearized approach for predicting thermal stresses in asphalt pavements due to environmental conditions, Journal of Materials in Civil Engineering, 20, 118-127.
4.
Chun S., Kim K., Greene J., Choubane B., 2015, Evaluation of interlayer bonding condition on structural response characteristics of asphalt pavement using finite element analysis and full-scale field tests, Construction and Building Materials, 96, 307-318.
5.
General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China, 2011, Synthetic materials track surfaces (in Chinese), Standardizatoin Administration of the People’s Republic of China, Beijing.
6.
Hassn A., Chiarelli A., Dawson A., Garcia A., 2016, Thermal properties of asphalt pavements under dry and wet conditions, Materials and Design, 91, 432-439.
7.
Kim H., Arraigada M., Raab C., Partl M.N., 2011, Numerical and experimental analysis for the interlayer behavior of double-layered asphalt pavement specimens, Journal of Materials in Civil Engineering, 23, 12-20.
8.
Kim H., Buttlar W.G., 2009, Finite element cohesive fracture modeling of airport pavements at low temperatures, Cold Regions Science and Technology, 57, 123-130.
9.
Kim J., Buttlar W.G., 2015, Analysis of reflective crack control system involving reinforcing grid over base-isolating interlayer mixture, Journal of Transportation Engineering, 128, 375-384.
10.
Minhoto M.J.C., Pais J.C., Pereira P.A.A., Picado-Santos L.G., 2005, Predicting asphalt pavement temperature with a three-dimensional finite element method, Transportation Research Record: Journal of the Transportation Research Board, 1919, 96-110.
11.
Mukhtar T.M., Dempsey B.J., 1994, Interlayer Stress Absorbing Composite (ISAC) for Mitigating Reflection Cracking in Asphalt Concrete Overlays, Publication of Illinois University Urbana Champaign, USA.
12.
Mulungye R.M., Owende P., Mellon K., 2007, Finite element modelling of flexible pavements on soft soil subgrades, Materials and Design, 28, 739-756.
13.
Si C., Chen E., You Z., Zhang R., Qiao P., Feng Y., 2019, Dynamic response of temperature-seepage-stress coupling in asphalt pavement, Construction and Building Materials, 211, 824-836.
14.
Wachtendorf V., Kalbe U., Krüger O., Bandow N., 2017, Influence of weathering on the leaching behaviour of zinc and PAH from synthetic sports surfaces, Polymer Testing, 63, 621-631.
15.
Wang H., Zheng W.T., He H.F., 2015, Research on damage properties of polyurethane sports venues by the finite element method, Materials Research Innovations, 19, 356-359.
16.
Wang H., Zheng W.T., Ma Y., Tang Y.H., 2019, Shock absorption properties of synthetic sports surfaces: A review, Polymers for Advanced Technologies, 30, 2954-2967.
17.
World Athletics, 2019, Track and Field Facilities Manual, www.worldathletics.org https://www.worldathletics.org....
18.
Wu G.C., 1995, Temperature Stress Analysis of Semi-Rigid Pavement (in Chinese), China Science Publishing and Media Ltd., Beijing.
19.
Xue Q., Liu L., Zhao Y., Chen Y.J., Li J.S., 2013, Dynamic behavior of asphalt pavement structure under temperature-stress coupled loading, Applied Thermal Engineering, 53, 1-7.
20.
Yavuzturk C., Ksaibati K., Chiasson A.D., 2005, Assessment of temperature fluctuations in asphalt pavements due to thermal environmental conditions using a two-dimensional, transient finite-difference approach, Journal of Materials in Civil Engineering, 17, 465-475.
21.
Zhao K., Yan G., Li J., Wang L., 2021, Study on fracture characteristics of asphalt pavement with longitudinal and transverse cracks under the influence of real temperature field, IOP Conference Series: Earth and Environmental Science, 719, 032072.
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