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author:

Zhang, X. (Zhang, X..) [1] | Lu, Y. (Lu, Y..) [2] | Wu, X. (Wu, X..) [3] | Wang, P. (Wang, P..) [4] | Li, R. (Li, R..) [5] | Liu, Y. (Liu, Y..) [6] | Shen, C. (Shen, C..) [7] | Zhang, H. (Zhang, H..) [8] | Zhang, D. (Zhang, D..) [9]

Indexed by:

Scopus

Abstract:

In this study, the size effect of the thickness of the specimen on the mechanical properties of UHPC was investigated through compression tests under cyclic loading. UHPC prisms with different thicknesses from 20 mm to 100 mm were tested under unloading/reloading cycles and the stress–strain curves were recorded for this purpose. A constitutive model to predict the stress–strain response of UHPC accounting for the thickness was proposed. It was found that UHPC specimens with different thicknesses showed the same failure mode of diagonal shear failure. The size effect of thickness was significant for the compressive strength but was negligible for the peak strain and elastic modulus. The damage of the unloading modulus and reloading modulus at zero stress only occurred when the unloading strain exceeded 0.8 times the peak strain. Furthermore, the proposed constitutive model could predict the stress–strain response for UHPC with different thicknesses under cyclic compressive loading with acceptable accuracy. © 2023 Elsevier Ltd

Keyword:

Constitutive model Cyclic compressive loading Size effect Ultra-high performance concrete

Community:

  • [ 1 ] [Zhang, X.]School of Civil Engineering, Harbin Institute of Technology, Harbin, 150001, China
  • [ 2 ] [Lu, Y.]School of Civil Engineering, Harbin Institute of Technology, Harbin, 150001, China
  • [ 3 ] [Wu, X.]Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 4 ] [Wu, X.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China
  • [ 5 ] [Wang, P.]Ningbo Electric Power Design Institute Co., Ltd., Ningbo, 315000, China
  • [ 6 ] [Li, R.]China Academy of Building Research Co., Ltd., Beijing, 100013, China
  • [ 7 ] [Liu, Y.]Heilongjiang Branch, CGN New Energy Holiding Co., Ltd., Harbin, 150090, China
  • [ 8 ] [Shen, C.]Shanghai Fengling Renewables Co.,Ltd., Shanghai, China
  • [ 9 ] [Zhang, H.]Shanghai Fengling Renewables Co.,Ltd., Shanghai, China
  • [ 10 ] [Zhang, D.]Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China

Reprint 's Address:

  • [Wu, X.]Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, China

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2023

Volume: 368

7 . 4

JCR@2023

7 . 4 0 0

JCR@2023

ESI HC Threshold:49

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 11

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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