Economical design strategies for reinforced concrete one-way slabs: a parametric approach considering material strength and rebar size Article Swipe
Rizwan Azam
,
Muhammad Rizwan Riaz
,
Mansoor Shakeel
,
Muhammad Umer Farooq
,
Muhammad Arshad
·
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1007/s44290-024-00106-7
YOU?
·
· 2024
· Open Access
·
· DOI: https://doi.org/10.1007/s44290-024-00106-7
Despite the rapid advancements in optimization algorithms for economical reinforced concrete (RC) structures, their application to RC slabs has been significantly limited. The primary constraint is slab depth, governed only by deflection control criteria, which impedes further depth reduction—a key factor in cost optimization. The deflection check relies solely on one design parameter—span length, which is often fixed. This constraint limits the effectiveness of even advanced algorithms, which have consistently failed to deliver substantial cost savings in slab design. To address this issue, this study presents a detailed parametric investigation of three key cost-reducing factors in RC one-way slabs: steel strength, concrete strength, and reinforcing bar sizes, in accordance with the ACI 318–19 code. By bypassing algorithmic constraints, the study formulates optimal design strategies through extensive manual design iterations, providing novel trend-based solutions for cost-effective slab design. The findings indicate that for lower live loads, grade 280 steel offers a 20–30% cost reduction compared to higher-grade steel, despite the latter's strength advantage. However, for higher loads, grade 420 or 500 is recommended. Additionally, optimal bar sizes and concrete strengths are recommended for varying load conditions, offering practical design strategies. This approach provides designers with actionable insights to achieve cost-efficient designs without relying on traditional optimization algorithms.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1007/s44290-024-00106-7
- OA Status
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- Cited By
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All OpenAlex metadata
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https://openalex.org/W4403396755Canonical identifier for this work in OpenAlex
- DOI
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https://doi.org/10.1007/s44290-024-00106-7Digital Object Identifier
- Title
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Economical design strategies for reinforced concrete one-way slabs: a parametric approach considering material strength and rebar sizeWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2024Year of publication
- Publication date
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2024-10-14Full publication date if available
- Authors
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Rizwan Azam, Muhammad Rizwan Riaz, Mansoor Shakeel, Muhammad Umer Farooq, Muhammad ArshadList of authors in order
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https://doi.org/10.1007/s44290-024-00106-7Publisher landing page
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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://doi.org/10.1007/s44290-024-00106-7Direct OA link when available
- Concepts
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Rebar, Parametric statistics, Structural engineering, Materials science, Reinforced concrete, Composite material, Engineering, Mathematics, StatisticsTop concepts (fields/topics) attached by OpenAlex
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3Total citation count in OpenAlex
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2025: 3Per-year citation counts (last 5 years)
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20Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.designs | 200 |
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| cited_by_percentile_year.min | 96 |
| corresponding_author_ids | https://openalex.org/A5039181911 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 5 |
| corresponding_institution_ids | https://openalex.org/I142732210 |
| sustainable_development_goals[0].id | https://metadata.un.org/sdg/11 |
| sustainable_development_goals[0].score | 0.699999988079071 |
| sustainable_development_goals[0].display_name | Sustainable cities and communities |
| citation_normalized_percentile.value | 0.76810782 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |