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Study on the demountable performance of embedded bolt connectors
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Jinjie MEN1, 2, Tianyu DU1, Jiafu LI3, Qian ZHANG1, Jiachen WANG1, Ali MUDASSAR1
Earthquake Engineering and Engineering Dynamics | 2025, 45(2) : 86 - 96
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Earthquake Engineering and Engineering Dynamics | 2025, 45(2): 86-96
Study on the demountable performance of embedded bolt connectors
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Jinjie MEN1, 2, Tianyu DU1, Jiafu LI3, Qian ZHANG1, Jiachen WANG1, Ali MUDASSAR1
Affiliations
  • 1.School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China
  • 2.Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an University of Architecture and Technology, Xi’an 710055, China
  • 3.MCC Capital Engineering & Research Incorporation Limited, Beijing 100176, China
Published: 2025-04-24 doi: 10.13197/j.eeed.2025.0208
Outline
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In this paper, a kind of embedded bolt connector was proposed. The utilization of embedded steel blocks and bolt taper sleeves can reduce the damage to concrete and steel beams under load, and enable the removal and replacement of the composite beam. Eight groups of specimens were designed and manufactured. After the push-out test, the specimens were removed and reassembled. Subsequently, a reloading test was conducted and the demountable ability were analyzed. The influence of bolt diameter, bolt strength, T-shaped steel block and external diameter of the embedded steel block were discussed. The results showed that when the specimen was damaged, the bolt was cut or the concrete was crushed. Eight groups of specimens could be quickly disassembled after loading. The dismantled steel beam and T-shaped steel block could be reused for many times. After loading, the concrete slab in undamaged and slightly damaged state could be reused for more than twice, and the shear performance of the specimen remained basically unchanged. The concrete slab in a damaged condition can be reused once, but its shear resistance will be reduced. The concrete slab in a severely damaged condition is not to be reused. In addition, the embedded bolt connector has good anti-lift performance. With an increase of bolt diameter or strength, the bearing capacity of specimen and the damage of concrete slab increased. With an increase in the outer diameter of the embedded rigid block, the bearing capacity of the specimen remained unchanged, while the damage to the concrete slab decreased. The presence or absence of T-shaped rigid block had little impact on the bearing capacity of the specimen, but could enhance the demountable performance. Finally, the local damage coefficient η of concrete slab was proposed as the control index for demountable performance, and when η is about 0.5, it is in a good demountable state.

composite beam  /  embedded bolt connector  /  push-out test  /  demountable performance  /  demountable performance index
Jinjie MEN, Tianyu DU, Jiafu LI, Qian ZHANG, Jiachen WANG, Ali MUDASSAR. Study on the demountable performance of embedded bolt connectors[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (2) : 86 -96 . DOI: 10.13197/j.eeed.2025.0208
Year 2025 volume 45 Issue 2
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Article Info
doi: 10.13197/j.eeed.2025.0208
  • Receive Date:2024-01-23
  • Online Date:2026-03-20
  • Published:2025-04-24
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History
  • Received:2024-01-23
  • Revised:2024-04-15
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Affiliations
    1.School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China
    2.Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an University of Architecture and Technology, Xi’an 710055, China
    3.MCC Capital Engineering & Research Incorporation Limited, Beijing 100176, 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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