CYCLIC PERFORMANCE OF HDR HOOK-END PRECAST BEAM-COLUMN JOINT: A FINITE ELEMENT ANALYSIS Article Swipe
YOU?
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· 2019
· Open Access
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· DOI: https://doi.org/10.11113/jt.v81.13433
Small concrete cover to dowel’s diameter reduces the cyclic performance of precast concrete frame with pinned dowel beam-column connection due to brittle concrete splitting failure around the dowel joint. Besides, utilisation of bearing pad thicker than half of dowel’s diameter causes the dowel bar to sustain greater tensile stress and plastic elongation up to their breaking point due to larger inclination of the dowel bar, particularly under the action of cyclic loading. Hence, a new precast beam-column joint with hook-end configuration and utilizing the advantage of high damping rubber (HDR), was proposed as the alternative for precast structures. Therefore, this study presented the horizontal and vertical cyclic performances of the precast frames with the proposed joint, through numerical analysis using finite element software. The numerical results were compared with a numerical modelled single pinned dowel connected precast frame, which was verified with the experimental results under horizontal cyclic loading. In terms of accumulative energy dissipation capacity, the numerical results showed that precast frames with the proposed joint demonstrated approximately 230% and 120% of improvement at 40 mm of horizontal cyclic level and 7 mm of vertical cyclic level, respectively, than the precast frame with single pinned dowel connection. It indicates that the viscoelastic behavior of HDR has contributed the benefit in this improvement.
Related Topics
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.11113/jt.v81.13433
- https://journals.utm.my/jurnalteknologi/article/download/13433/6589
- OA Status
- diamond
- References
- 28
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W2975992872
Raw OpenAlex JSON
- OpenAlex ID
-
https://openalex.org/W2975992872Canonical identifier for this work in OpenAlex
- DOI
-
https://doi.org/10.11113/jt.v81.13433Digital Object Identifier
- Title
-
CYCLIC PERFORMANCE OF HDR HOOK-END PRECAST BEAM-COLUMN JOINT: A FINITE ELEMENT ANALYSISWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2019Year of publication
- Publication date
-
2019-09-22Full publication date if available
- Authors
-
Kai Siong Woon, Farzad Hejazi, Mohd Saleh Jaafar, Farah Nora Aznieta Abdul AzizList of authors in order
- Landing page
-
https://doi.org/10.11113/jt.v81.13433Publisher landing page
- PDF URL
-
https://journals.utm.my/jurnalteknologi/article/download/13433/6589Direct link to full text PDF
- Open access
-
YesWhether a free full text is available
- OA status
-
diamondOpen access status per OpenAlex
- OA URL
-
https://journals.utm.my/jurnalteknologi/article/download/13433/6589Direct OA link when available
- Concepts
-
Dowel, Precast concrete, Structural engineering, Finite element method, Joint (building), Beam (structure), Brittleness, Materials science, Dissipation, Curling, Engineering, Composite material, Physics, ThermodynamicsTop concepts (fields/topics) attached by OpenAlex
- Cited by
-
0Total citation count in OpenAlex
- References (count)
-
28Number of works referenced by this work
- Related works (count)
-
10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.the | 7, 26, 41, 62, 67, 83, 93, 102, 109, 113, 142, 156, 164, 190, 201, 208 |
| abstract_inverted_index.was | 90, 139 |
| abstract_inverted_index.120% | 171 |
| abstract_inverted_index.230% | 169 |
| abstract_inverted_index.bar, | 64 |
| abstract_inverted_index.half | 36 |
| abstract_inverted_index.high | 86 |
| abstract_inverted_index.than | 35, 189 |
| abstract_inverted_index.that | 160, 200 |
| abstract_inverted_index.this | 99, 211 |
| abstract_inverted_index.were | 126 |
| abstract_inverted_index.with | 14, 78, 112, 128, 141, 163, 193 |
| abstract_inverted_index.Small | 0 |
| abstract_inverted_index.cover | 2 |
| abstract_inverted_index.dowel | 16, 27, 42, 63, 134, 196 |
| abstract_inverted_index.frame | 13, 192 |
| abstract_inverted_index.joint | 77, 166 |
| abstract_inverted_index.level | 180 |
| abstract_inverted_index.point | 56 |
| abstract_inverted_index.study | 100 |
| abstract_inverted_index.terms | 150 |
| abstract_inverted_index.their | 54 |
| abstract_inverted_index.under | 66, 145 |
| abstract_inverted_index.using | 119 |
| abstract_inverted_index.which | 138 |
| abstract_inverted_index.(HDR), | 89 |
| abstract_inverted_index.Hence, | 72 |
| abstract_inverted_index.action | 68 |
| abstract_inverted_index.around | 25 |
| abstract_inverted_index.causes | 40 |
| abstract_inverted_index.cyclic | 8, 70, 106, 147, 179, 186 |
| abstract_inverted_index.energy | 153 |
| abstract_inverted_index.finite | 120 |
| abstract_inverted_index.frame, | 137 |
| abstract_inverted_index.frames | 111, 162 |
| abstract_inverted_index.joint, | 115 |
| abstract_inverted_index.joint. | 28 |
| abstract_inverted_index.larger | 59 |
| abstract_inverted_index.level, | 187 |
| abstract_inverted_index.pinned | 15, 133, 195 |
| abstract_inverted_index.rubber | 88 |
| abstract_inverted_index.showed | 159 |
| abstract_inverted_index.single | 132, 194 |
| abstract_inverted_index.stress | 48 |
| abstract_inverted_index.bearing | 32 |
| abstract_inverted_index.benefit | 209 |
| abstract_inverted_index.brittle | 21 |
| abstract_inverted_index.damping | 87 |
| abstract_inverted_index.element | 121 |
| abstract_inverted_index.failure | 24 |
| abstract_inverted_index.greater | 46 |
| abstract_inverted_index.plastic | 50 |
| abstract_inverted_index.precast | 11, 75, 96, 110, 136, 161, 191 |
| abstract_inverted_index.reduces | 6 |
| abstract_inverted_index.results | 125, 144, 158 |
| abstract_inverted_index.sustain | 45 |
| abstract_inverted_index.tensile | 47 |
| abstract_inverted_index.thicker | 34 |
| abstract_inverted_index.through | 116 |
| abstract_inverted_index.Besides, | 29 |
| abstract_inverted_index.analysis | 118 |
| abstract_inverted_index.behavior | 203 |
| abstract_inverted_index.breaking | 55 |
| abstract_inverted_index.compared | 127 |
| abstract_inverted_index.concrete | 1, 12, 22 |
| abstract_inverted_index.diameter | 5, 39 |
| abstract_inverted_index.hook-end | 79 |
| abstract_inverted_index.loading. | 71, 148 |
| abstract_inverted_index.modelled | 131 |
| abstract_inverted_index.proposed | 91, 114, 165 |
| abstract_inverted_index.verified | 140 |
| abstract_inverted_index.vertical | 105, 185 |
| abstract_inverted_index.advantage | 84 |
| abstract_inverted_index.capacity, | 155 |
| abstract_inverted_index.connected | 135 |
| abstract_inverted_index.dowel’s | 4, 38 |
| abstract_inverted_index.indicates | 199 |
| abstract_inverted_index.numerical | 117, 124, 130, 157 |
| abstract_inverted_index.presented | 101 |
| abstract_inverted_index.software. | 122 |
| abstract_inverted_index.splitting | 23 |
| abstract_inverted_index.utilizing | 82 |
| abstract_inverted_index.Therefore, | 98 |
| abstract_inverted_index.connection | 18 |
| abstract_inverted_index.elongation | 51 |
| abstract_inverted_index.horizontal | 103, 146, 178 |
| abstract_inverted_index.alternative | 94 |
| abstract_inverted_index.beam-column | 17, 76 |
| abstract_inverted_index.connection. | 197 |
| abstract_inverted_index.contributed | 207 |
| abstract_inverted_index.dissipation | 154 |
| abstract_inverted_index.improvement | 173 |
| abstract_inverted_index.inclination | 60 |
| abstract_inverted_index.performance | 9 |
| abstract_inverted_index.structures. | 97 |
| abstract_inverted_index.utilisation | 30 |
| abstract_inverted_index.accumulative | 152 |
| abstract_inverted_index.demonstrated | 167 |
| abstract_inverted_index.experimental | 143 |
| abstract_inverted_index.improvement. | 212 |
| abstract_inverted_index.particularly | 65 |
| abstract_inverted_index.performances | 107 |
| abstract_inverted_index.viscoelastic | 202 |
| abstract_inverted_index.approximately | 168 |
| abstract_inverted_index.configuration | 80 |
| abstract_inverted_index.respectively, | 188 |
| cited_by_percentile_year | |
| countries_distinct_count | 1 |
| institutions_distinct_count | 4 |
| citation_normalized_percentile.value | 0.13085136 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |