CONVERGENCE STUDY ON ASYMMETRICALLY FLEXURAL PROBLEM OF COLD-FORMED CHANNEL SECTIONS Article Swipe
Viêt Hà Hòang
,
Vu Quoc Anh
,
Duong-Hung Pham
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.22337/2587-9618-2024-20-4-23-30
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.22337/2587-9618-2024-20-4-23-30
Current Direct Strength Method equations computing flexural strength of cold-form members were reported to be over-conservative when applied to members bent about the asymmetrical axis. Finite Element Analysis was used to develop new equations. However, the convergence study, which ensures the accuracy of the Finite Element Analysis result, has not been presented clearly. Thus, this paper performed a convergence study on the strength problem of channel-section asymmetrically flexural members having the web in compression. 33 cold-form channel cross-sections utilized in Oey and Papagelis’ study were modeled into ABAQUS to calculate the elastic buckling moment and the ultimate strength. Two factors affected the accuracy of the models, i.e., the mesh size, being 5 mm, D/20, D/40, and D/60, and the member length, ranging from 0.3D to 7D, where D is the cross-section height, were examined. The investigation shows that the seeding method considering the local buckling of the web is the most justifiable. Therefore, the seed size being 1/40 the cross-section height is suggested. This seed size is proven to produce results with reasonable accuracy. To avoid the end effect as well as the influence of incorrect half-wavelength, it is recommended that the member length should be chosen as greater than or equal to two times the cross-section height, and the lengthier the better.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.22337/2587-9618-2024-20-4-23-30
- https://ijccse.iasv.ru/index.php/ijccse/article/download/986/454
- OA Status
- diamond
- Cited By
- 1
- References
- 10
- Related Works
- 10
- OpenAlex ID
- https://openalex.org/W4405799280
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Raw OpenAlex JSON
- OpenAlex ID
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https://openalex.org/W4405799280Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.22337/2587-9618-2024-20-4-23-30Digital Object Identifier
- Title
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CONVERGENCE STUDY ON ASYMMETRICALLY FLEXURAL PROBLEM OF COLD-FORMED CHANNEL SECTIONSWork title
- Type
-
articleOpenAlex work type
- Language
-
enPrimary language
- Publication year
-
2024Year of publication
- Publication date
-
2024-12-24Full publication date if available
- Authors
-
Viêt Hà Hòang, Vu Quoc Anh, Duong-Hung PhamList of authors in order
- Landing page
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https://doi.org/10.22337/2587-9618-2024-20-4-23-30Publisher landing page
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https://ijccse.iasv.ru/index.php/ijccse/article/download/986/454Direct link to full text PDF
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YesWhether a free full text is available
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diamondOpen access status per OpenAlex
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https://ijccse.iasv.ru/index.php/ijccse/article/download/986/454Direct OA link when available
- Concepts
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Convergence (economics), Channel (broadcasting), Flexural strength, Geology, Computer science, Structural engineering, Telecommunications, Engineering, Economics, Economic growthTop concepts (fields/topics) attached by OpenAlex
- Cited by
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1Total citation count in OpenAlex
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2025: 1Per-year citation counts (last 5 years)
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.shows | 136 |
| abstract_inverted_index.size, | 109 |
| abstract_inverted_index.study | 59, 83 |
| abstract_inverted_index.times | 204 |
| abstract_inverted_index.where | 126 |
| abstract_inverted_index.which | 38 |
| abstract_inverted_index.ABAQUS | 87 |
| abstract_inverted_index.Direct | 1 |
| abstract_inverted_index.Finite | 25, 44 |
| abstract_inverted_index.Method | 3 |
| abstract_inverted_index.chosen | 196 |
| abstract_inverted_index.effect | 178 |
| abstract_inverted_index.having | 69 |
| abstract_inverted_index.height | 160 |
| abstract_inverted_index.length | 193 |
| abstract_inverted_index.member | 119, 192 |
| abstract_inverted_index.method | 140 |
| abstract_inverted_index.moment | 93 |
| abstract_inverted_index.proven | 167 |
| abstract_inverted_index.should | 194 |
| abstract_inverted_index.study, | 37 |
| abstract_inverted_index.Current | 0 |
| abstract_inverted_index.Element | 26, 45 |
| abstract_inverted_index.applied | 17 |
| abstract_inverted_index.better. | 212 |
| abstract_inverted_index.channel | 76 |
| abstract_inverted_index.develop | 31 |
| abstract_inverted_index.elastic | 91 |
| abstract_inverted_index.ensures | 39 |
| abstract_inverted_index.factors | 99 |
| abstract_inverted_index.greater | 198 |
| abstract_inverted_index.height, | 131, 207 |
| abstract_inverted_index.length, | 120 |
| abstract_inverted_index.members | 10, 19, 68 |
| abstract_inverted_index.modeled | 85 |
| abstract_inverted_index.models, | 105 |
| abstract_inverted_index.problem | 63 |
| abstract_inverted_index.produce | 169 |
| abstract_inverted_index.ranging | 121 |
| abstract_inverted_index.result, | 47 |
| abstract_inverted_index.results | 170 |
| abstract_inverted_index.seeding | 139 |
| abstract_inverted_index.Analysis | 27, 46 |
| abstract_inverted_index.However, | 34 |
| abstract_inverted_index.Strength | 2 |
| abstract_inverted_index.accuracy | 41, 102 |
| abstract_inverted_index.affected | 100 |
| abstract_inverted_index.buckling | 92, 144 |
| abstract_inverted_index.clearly. | 52 |
| abstract_inverted_index.flexural | 6, 67 |
| abstract_inverted_index.reported | 12 |
| abstract_inverted_index.strength | 7, 62 |
| abstract_inverted_index.ultimate | 96 |
| abstract_inverted_index.utilized | 78 |
| abstract_inverted_index.accuracy. | 173 |
| abstract_inverted_index.calculate | 89 |
| abstract_inverted_index.cold-form | 9, 75 |
| abstract_inverted_index.computing | 5 |
| abstract_inverted_index.equations | 4 |
| abstract_inverted_index.examined. | 133 |
| abstract_inverted_index.incorrect | 185 |
| abstract_inverted_index.influence | 183 |
| abstract_inverted_index.lengthier | 210 |
| abstract_inverted_index.performed | 56 |
| abstract_inverted_index.presented | 51 |
| abstract_inverted_index.strength. | 97 |
| abstract_inverted_index.Therefore, | 152 |
| abstract_inverted_index.equations. | 33 |
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| abstract_inverted_index.suggested. | 162 |
| abstract_inverted_index.considering | 141 |
| abstract_inverted_index.convergence | 36, 58 |
| abstract_inverted_index.recommended | 189 |
| abstract_inverted_index.Papagelis’ | 82 |
| abstract_inverted_index.asymmetrical | 23 |
| abstract_inverted_index.compression. | 73 |
| abstract_inverted_index.justifiable. | 151 |
| abstract_inverted_index.cross-section | 130, 159, 206 |
| abstract_inverted_index.investigation | 135 |
| abstract_inverted_index.asymmetrically | 66 |
| abstract_inverted_index.cross-sections | 77 |
| abstract_inverted_index.channel-section | 65 |
| abstract_inverted_index.half-wavelength, | 186 |
| abstract_inverted_index.over-conservative | 15 |
| cited_by_percentile_year.max | 95 |
| cited_by_percentile_year.min | 91 |
| countries_distinct_count | 2 |
| institutions_distinct_count | 3 |
| citation_normalized_percentile.value | 0.63309516 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |