Study of finite element model on skid resistance for pavement made of engineered cementitious composite

A. A. Bawono; N. Nguyendinh; B. Lechner; Y. En-Hua

doi:10.1201/9780429426506-275

Study of finite element model on skid resistance for pavement made of engineered cementitious composite

A. A. Bawono, N. Nguyendinh, B. Lechner, Y. En-Hua

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

1 Citation (Scopus)

Abstract

Engineered Cementitious Composite (ECC) is a unique type of high performance fiber-reinforced cementitious composite. ECC has very high tensile ductility making it as a suitable alternative solution for pavement application. However, ECC lacks aggregates, thus the (surface) pavement can be slippery which leads to higher risk of skid-traffic accident. To overcome this issue, a suitable aggregate called corundum, a hard and durable material, is used in the modified mixture design of ECC. Laboratory test results have shown that modified ECC mixed with corundum provide sufficient skid resistance with more than 55 of British Pendulum Number. A numerical model with Finite Element (FE) analysis is developed to study the skid resistance of pavement made of modified ECC. The FE model has been validated with British Pendulum Tester in laboratory scale. Further, the FE model can be used to predict the skid resistance when the ECC pavement is treated with different grooves.

Original language	English
Title of host publication	Advances in Engineering Materials, Structures and Systems
Subtitle of host publication	Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019
Editors	Alphose Zingoni
Publisher	CRC Press/Balkema
Pages	1595-1600
Number of pages	6
ISBN (Print)	9781138386969
DOIs	https://doi.org/10.1201/9780429426506-275
Publication status	Published - 2019
Externally published	Yes
Event	7th International Conference on Structural Engineering, Mechanics and Computation, 2019 - Cape Town, South Africa Duration: Sept 2 2019 → Sept 4 2019

Publication series

Name	Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019

Conference

Conference	7th International Conference on Structural Engineering, Mechanics and Computation, 2019
Country/Territory	South Africa
City	Cape Town
Period	9/2/19 → 9/4/19

Bibliographical note

Publisher Copyright:
© 2019 Taylor & Francis Group, London, UK.

ASJC Scopus Subject Areas

Civil and Structural Engineering
Computational Mechanics

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

Access to Document

10.1201/9780429426506-275

Cite this

Bawono, A. A., Nguyendinh, N., Lechner, B., & En-Hua, Y. (2019). Study of finite element model on skid resistance for pavement made of engineered cementitious composite. In A. Zingoni (Ed.), Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019 (pp. 1595-1600). (Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019). CRC Press/Balkema. https://doi.org/10.1201/9780429426506-275

Bawono, A. A. ; Nguyendinh, N. ; Lechner, B. et al. / Study of finite element model on skid resistance for pavement made of engineered cementitious composite. Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019. editor / Alphose Zingoni. CRC Press/Balkema, 2019. pp. 1595-1600 (Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019).

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title = "Study of finite element model on skid resistance for pavement made of engineered cementitious composite",

abstract = "Engineered Cementitious Composite (ECC) is a unique type of high performance fiber-reinforced cementitious composite. ECC has very high tensile ductility making it as a suitable alternative solution for pavement application. However, ECC lacks aggregates, thus the (surface) pavement can be slippery which leads to higher risk of skid-traffic accident. To overcome this issue, a suitable aggregate called corundum, a hard and durable material, is used in the modified mixture design of ECC. Laboratory test results have shown that modified ECC mixed with corundum provide sufficient skid resistance with more than 55 of British Pendulum Number. A numerical model with Finite Element (FE) analysis is developed to study the skid resistance of pavement made of modified ECC. The FE model has been validated with British Pendulum Tester in laboratory scale. Further, the FE model can be used to predict the skid resistance when the ECC pavement is treated with different grooves.",

author = "Bawono, {A. A.} and N. Nguyendinh and B. Lechner and Y. En-Hua",

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year = "2019",

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Bawono, AA, Nguyendinh, N, Lechner, B & En-Hua, Y 2019, Study of finite element model on skid resistance for pavement made of engineered cementitious composite. in A Zingoni (ed.), Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019. Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019, CRC Press/Balkema, pp. 1595-1600, 7th International Conference on Structural Engineering, Mechanics and Computation, 2019, Cape Town, South Africa, 9/2/19. https://doi.org/10.1201/9780429426506-275

Study of finite element model on skid resistance for pavement made of engineered cementitious composite. / Bawono, A. A.; Nguyendinh, N.; Lechner, B. et al.
Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019. ed. / Alphose Zingoni. CRC Press/Balkema, 2019. p. 1595-1600 (Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Study of finite element model on skid resistance for pavement made of engineered cementitious composite

AU - Bawono, A. A.

AU - Nguyendinh, N.

AU - Lechner, B.

AU - En-Hua, Y.

PY - 2019

Y1 - 2019

N2 - Engineered Cementitious Composite (ECC) is a unique type of high performance fiber-reinforced cementitious composite. ECC has very high tensile ductility making it as a suitable alternative solution for pavement application. However, ECC lacks aggregates, thus the (surface) pavement can be slippery which leads to higher risk of skid-traffic accident. To overcome this issue, a suitable aggregate called corundum, a hard and durable material, is used in the modified mixture design of ECC. Laboratory test results have shown that modified ECC mixed with corundum provide sufficient skid resistance with more than 55 of British Pendulum Number. A numerical model with Finite Element (FE) analysis is developed to study the skid resistance of pavement made of modified ECC. The FE model has been validated with British Pendulum Tester in laboratory scale. Further, the FE model can be used to predict the skid resistance when the ECC pavement is treated with different grooves.

AB - Engineered Cementitious Composite (ECC) is a unique type of high performance fiber-reinforced cementitious composite. ECC has very high tensile ductility making it as a suitable alternative solution for pavement application. However, ECC lacks aggregates, thus the (surface) pavement can be slippery which leads to higher risk of skid-traffic accident. To overcome this issue, a suitable aggregate called corundum, a hard and durable material, is used in the modified mixture design of ECC. Laboratory test results have shown that modified ECC mixed with corundum provide sufficient skid resistance with more than 55 of British Pendulum Number. A numerical model with Finite Element (FE) analysis is developed to study the skid resistance of pavement made of modified ECC. The FE model has been validated with British Pendulum Tester in laboratory scale. Further, the FE model can be used to predict the skid resistance when the ECC pavement is treated with different grooves.

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M3 - Conference contribution

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SN - 9781138386969

T3 - Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019

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BT - Advances in Engineering Materials, Structures and Systems

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PB - CRC Press/Balkema

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Y2 - 2 September 2019 through 4 September 2019

ER -

Bawono AA, Nguyendinh N, Lechner B, En-Hua Y. Study of finite element model on skid resistance for pavement made of engineered cementitious composite. In Zingoni A, editor, Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019. CRC Press/Balkema. 2019. p. 1595-1600. (Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019). doi: 10.1201/9780429426506-275

Study of finite element model on skid resistance for pavement made of engineered cementitious composite

Abstract

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Bibliographical note

ASJC Scopus Subject Areas

UN SDGs

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