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Interface Shear Performance Based on Optimized Z-type UHPC-NC Specimens
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Yu FANG1, Da-shan ZHANG1, Hui-qing WANG2, *, Yu-li DONG1, Yu-cheng DAI1, Ting-ting ZENG3
Science Technology and Engineering | 2025, 25(8) : 3349 - 3358
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Science Technology and Engineering | 2025, 25(8): 3349-3358
Architectural Science
Interface Shear Performance Based on Optimized Z-type UHPC-NC Specimens
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Yu FANG1, Da-shan ZHANG1, Hui-qing WANG2, *, Yu-li DONG1, Yu-cheng DAI1, Ting-ting ZENG3
Affiliations
  • 1 College of Civil Engineering Huaqiao University Xiamen 361021 China
  • 2 College of Architecture and Civil Engineering Xiamen Institute of Technology Xiamen 361021 China
  • 3 Huada Engineering Technology (Xiamen) Co., Ltd. Xiamen 361021 China
Published: 2025-03-18 doi: 10.12404/j.issn.1671-1815.2402903
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In response to the common forms of specimens used for interface shear performance testing, these specimens fail to effectively reflect the actual situation of shear stress on the interface. An optimized improvement scheme for the traditional Z-type specimen was proposed. By employing the optimized Z-type specimen, experimental studies on the shear strength at the interface between ultra-high performance concrete (UHPC) and normal concrete (NC) were conducted, examining the influence of shear reinforcement ratio and interface roughness on the interface shear strength. The research results indicate that the failure occurs on the NC side or partially on the interface and partially on the NC side, which is characteristic of typical brittle failure. The shear strength of the interface increases with the increase of roughness, but when the roughness is larger than the value of 1.8, the effect of increasing interface roughness to enhance the interface shear strength is not very significant. Ribbed reinforcement as shear reinforcement can fully exert the anchoring effect and the effect of improving the interface shear strength is more evident than that of smooth-round reinforcement. A calculation formula for the interface shear capacity of UHPC and NC, which can consider the contribution of shear reinforcement and interface roughness, has been established. The theoretical calculation values are in good agreement with the experimental results, which can provide reference for the engineering design of composite components with UHPC and NC interfaces.

ultra-high performance concrete (UHPC)-normal concrete (NC) interface  /  optimized Z-type specimen  /  interface shear performance  /  roughness  /  shear reinforcement
Yu FANG, Da-shan ZHANG, Hui-qing WANG, Yu-li DONG, Yu-cheng DAI, Ting-ting ZENG. Interface Shear Performance Based on Optimized Z-type UHPC-NC Specimens[J]. Science Technology and Engineering, 2025 , 25 (8) : 3349 -3358 . DOI: 10.12404/j.issn.1671-1815.2402903
Year 2025 volume 25 Issue 8
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Article Info
doi: 10.12404/j.issn.1671-1815.2402903
  • Receive Date:2024-04-20
  • Online Date:2025-07-29
  • Published:2025-03-18
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  • Received:2024-04-20
  • Revised:2024-12-18
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Affiliations
    1 College of Civil Engineering Huaqiao University Xiamen 361021 China
    2 College of Architecture and Civil Engineering Xiamen Institute of Technology Xiamen 361021 China
    3 Huada Engineering Technology (Xiamen) Co., Ltd. Xiamen 361021 China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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