Characteristics of a new UT-type prefabricated joint for rectangular steel tubes under combined axial-moment loading Article Swipe
Menghan Sun
,
Luyao He
,
Zailin Yang
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.1371/journal.pone.0328185
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.1371/journal.pone.0328185
This study proposes a UT-type prefabricated joint incorporating adjustable sleeves (±5 mm tolerance) and an energy-dissipating segment to address the practical demands for construction tolerance management and plasticity assurance. Through systematic static and cyclic loading tests, the paper examines the mechanical behavior of UT-type joints under the combined axial force and bending moment. The results demonstrate that axial force significantly influences joint performance. Specifically, axial tension enhances the initial stiffness by 42.6% ( μ = 0.4), while axial compression reduces the yield moment by 24.5%. Cyclic loading tests confirm the joint’s notable energy dissipation capacity. However, high axial forces induce brittle failure risks; thus, practical engineering applications require attention to buckling in the upper connecting plate of the energy-dissipating segment. Additionally, a simplified trilinear restoring force model is proposed, with an error margin of less than 10%. This model adapts to various loading conditions via axial force-dependent parameter adjustments and demonstrates satisfactory accuracy across validations.
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Metadata
- Type
- article
- Language
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- Landing Page
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- OA Status
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- References
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- Related Works
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All OpenAlex metadata
Raw OpenAlex JSON
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https://openalex.org/W4412530793Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1371/journal.pone.0328185Digital Object Identifier
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Characteristics of a new UT-type prefabricated joint for rectangular steel tubes under combined axial-moment loadingWork title
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articleOpenAlex work type
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enPrimary language
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2025Year of publication
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2025-07-21Full publication date if available
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Menghan Sun, Luyao He, Zailin YangList of authors in order
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https://doi.org/10.1371/journal.pone.0328185Publisher landing page
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YesWhether a free full text is available
- OA status
-
goldOpen access status per OpenAlex
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https://doi.org/10.1371/journal.pone.0328185Direct OA link when available
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Moment (physics), Joint (building), Structural engineering, Materials science, Engineering, Physics, Classical mechanicsTop concepts (fields/topics) attached by OpenAlex
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0Total citation count in OpenAlex
- References (count)
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25Number of works referenced by this work
- Related works (count)
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.by | 70, 83 |
| abstract_inverted_index.in | 111 |
| abstract_inverted_index.is | 127 |
| abstract_inverted_index.mm | 11 |
| abstract_inverted_index.of | 42, 116, 133 |
| abstract_inverted_index.to | 17, 109, 140 |
| abstract_inverted_index.μ | 73 |
| abstract_inverted_index.The | 53 |
| abstract_inverted_index.and | 13, 26, 32, 50, 149 |
| abstract_inverted_index.for | 22 |
| abstract_inverted_index.the | 19, 36, 39, 46, 67, 80, 89, 112, 117 |
| abstract_inverted_index.via | 144 |
| abstract_inverted_index.(±5 | 10 |
| abstract_inverted_index.10%. | 136 |
| abstract_inverted_index.This | 0, 137 |
| abstract_inverted_index.high | 96 |
| abstract_inverted_index.less | 134 |
| abstract_inverted_index.than | 135 |
| abstract_inverted_index.that | 56 |
| abstract_inverted_index.with | 129 |
| abstract_inverted_index.0.4), | 75 |
| abstract_inverted_index.42.6% | 71 |
| abstract_inverted_index.axial | 48, 57, 64, 77, 97, 145 |
| abstract_inverted_index.error | 131 |
| abstract_inverted_index.force | 49, 58, 125 |
| abstract_inverted_index.joint | 6, 61 |
| abstract_inverted_index.model | 126, 138 |
| abstract_inverted_index.paper | 37 |
| abstract_inverted_index.plate | 115 |
| abstract_inverted_index.study | 1 |
| abstract_inverted_index.tests | 87 |
| abstract_inverted_index.thus, | 103 |
| abstract_inverted_index.under | 45 |
| abstract_inverted_index.upper | 113 |
| abstract_inverted_index.while | 76 |
| abstract_inverted_index.yield | 81 |
| abstract_inverted_index.24.5%. | 84 |
| abstract_inverted_index.Cyclic | 85 |
| abstract_inverted_index.across | 153 |
| abstract_inverted_index.adapts | 139 |
| abstract_inverted_index.cyclic | 33 |
| abstract_inverted_index.energy | 92 |
| abstract_inverted_index.forces | 98 |
| abstract_inverted_index.induce | 99 |
| abstract_inverted_index.joints | 44 |
| abstract_inverted_index.margin | 132 |
| abstract_inverted_index.moment | 82 |
| abstract_inverted_index.risks; | 102 |
| abstract_inverted_index.static | 31 |
| abstract_inverted_index.tests, | 35 |
| abstract_inverted_index.Through | 29 |
| abstract_inverted_index.UT-type | 4, 43 |
| abstract_inverted_index.address | 18 |
| abstract_inverted_index.bending | 51 |
| abstract_inverted_index.brittle | 100 |
| abstract_inverted_index.confirm | 88 |
| abstract_inverted_index.demands | 21 |
| abstract_inverted_index.failure | 101 |
| abstract_inverted_index.initial | 68 |
| abstract_inverted_index.loading | 34, 86, 142 |
| abstract_inverted_index.moment. | 52 |
| abstract_inverted_index.notable | 91 |
| abstract_inverted_index.reduces | 79 |
| abstract_inverted_index.require | 107 |
| abstract_inverted_index.results | 54 |
| abstract_inverted_index.segment | 16 |
| abstract_inverted_index.sleeves | 9 |
| abstract_inverted_index.tension | 65 |
| abstract_inverted_index.various | 141 |
| abstract_inverted_index.However, | 95 |
| abstract_inverted_index.accuracy | 152 |
| abstract_inverted_index.behavior | 41 |
| abstract_inverted_index.buckling | 110 |
| abstract_inverted_index.combined | 47 |
| abstract_inverted_index.enhances | 66 |
| abstract_inverted_index.examines | 38 |
| abstract_inverted_index.proposes | 2 |
| abstract_inverted_index.segment. | 119 |
| abstract_inverted_index.attention | 108 |
| abstract_inverted_index.capacity. | 94 |
| abstract_inverted_index.joint’s | 90 |
| abstract_inverted_index.parameter | 147 |
| abstract_inverted_index.practical | 20, 104 |
| abstract_inverted_index.proposed, | 128 |
| abstract_inverted_index.restoring | 124 |
| abstract_inverted_index.stiffness | 69 |
| abstract_inverted_index.tolerance | 24 |
| abstract_inverted_index.trilinear | 123 |
| abstract_inverted_index.adjustable | 8 |
| abstract_inverted_index.assurance. | 28 |
| abstract_inverted_index.conditions | 143 |
| abstract_inverted_index.connecting | 114 |
| abstract_inverted_index.influences | 60 |
| abstract_inverted_index.management | 25 |
| abstract_inverted_index.mechanical | 40 |
| abstract_inverted_index.plasticity | 27 |
| abstract_inverted_index.simplified | 122 |
| abstract_inverted_index.systematic | 30 |
| abstract_inverted_index.tolerance) | 12 |
| abstract_inverted_index.adjustments | 148 |
| abstract_inverted_index.compression | 78 |
| abstract_inverted_index.demonstrate | 55 |
| abstract_inverted_index.dissipation | 93 |
| abstract_inverted_index.engineering | 105 |
| abstract_inverted_index.applications | 106 |
| abstract_inverted_index.construction | 23 |
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| abstract_inverted_index.performance. | 62 |
| abstract_inverted_index.satisfactory | 151 |
| abstract_inverted_index.validations. | 154 |
| abstract_inverted_index.Additionally, | 120 |
| abstract_inverted_index.Specifically, | 63 |
| abstract_inverted_index.incorporating | 7 |
| abstract_inverted_index.prefabricated | 5 |
| abstract_inverted_index.significantly | 59 |
| abstract_inverted_index.force-dependent | 146 |
| abstract_inverted_index.energy-dissipating | 15, 118 |
| cited_by_percentile_year | |
| corresponding_author_ids | https://openalex.org/A5101900863, https://openalex.org/A5101575984, https://openalex.org/A5052725814 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 3 |
| corresponding_institution_ids | https://openalex.org/I151727225 |
| citation_normalized_percentile.value | 0.34372646 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |