Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature Review
The main objective of this study is to understand the work of the pile caps made of lightweight aerated foam concrete and study the many factors affecting the ability and the capacity of the shear. The study was done by analyzing previous practical and theoretical experiences on the reinforced concr...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Baghdad
2021-10-01
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| Series: | Journal of Engineering |
| Subjects: | |
| Online Access: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/1438 |
| _version_ | 1797728208548790272 |
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| author | Noor Ali Hussien Mohammed Mosleh Salman Husain Khalaf Jarallah |
| author_facet | Noor Ali Hussien Mohammed Mosleh Salman Husain Khalaf Jarallah |
| author_sort | Noor Ali Hussien |
| collection | DOAJ |
| description | The main objective of this study is to understand the work of the pile caps made of lightweight aerated foam concrete and study the many factors affecting the ability and the capacity of the shear. The study was done by analyzing previous practical and theoretical experiences on the reinforced concrete pile caps. The previous practical results indicated that all specimens failed by shear diagonal compression or tension modes except one specimen that failed flexural-shear mode. Based on test specimens' practical results and behavior, some theoretical methods for estimating the ultimate strength of reinforced concrete pile caps have been recommended, some of which evolved into the design documents available on the subject. A theoretical and practical study of compression concluded that the shear capacity is limited by the nodal zone bearing stresses. The flexural capacity can be described by the column load that would cause the yielding of the tie (i.e., steel reinforcement). Therefore, the design of pile caps should include a check on bearing strength to be added to the traditional section force approach for pile cap design. |
| first_indexed | 2024-03-12T11:10:44Z |
| format | Article |
| id | doaj.art-80a5b38171b849a3ad80280bc5fec2bb |
| institution | Directory Open Access Journal |
| issn | 1726-4073 2520-3339 |
| language | English |
| last_indexed | 2024-03-12T11:10:44Z |
| publishDate | 2021-10-01 |
| publisher | University of Baghdad |
| record_format | Article |
| series | Journal of Engineering |
| spelling | doaj.art-80a5b38171b849a3ad80280bc5fec2bb2023-09-02T02:56:29ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392021-10-01271010.31026/j.eng.2021.10.06Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature ReviewNoor Ali Hussien0Mohammed Mosleh Salman1Husain Khalaf Jarallah2College of Engineering - University of Al-MustasiriyahCollege of Engineering - University of Al-MustasiriyahCollege of Engineering - University of Al-MustasiriyahThe main objective of this study is to understand the work of the pile caps made of lightweight aerated foam concrete and study the many factors affecting the ability and the capacity of the shear. The study was done by analyzing previous practical and theoretical experiences on the reinforced concrete pile caps. The previous practical results indicated that all specimens failed by shear diagonal compression or tension modes except one specimen that failed flexural-shear mode. Based on test specimens' practical results and behavior, some theoretical methods for estimating the ultimate strength of reinforced concrete pile caps have been recommended, some of which evolved into the design documents available on the subject. A theoretical and practical study of compression concluded that the shear capacity is limited by the nodal zone bearing stresses. The flexural capacity can be described by the column load that would cause the yielding of the tie (i.e., steel reinforcement). Therefore, the design of pile caps should include a check on bearing strength to be added to the traditional section force approach for pile cap design.https://joe.uobaghdad.edu.iq/index.php/main/article/view/1438Pile Cap, Light Weight Concrete, Aerated Foam Concrete, Shear |
| spellingShingle | Noor Ali Hussien Mohammed Mosleh Salman Husain Khalaf Jarallah Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature Review Journal of Engineering Pile Cap, Light Weight Concrete, Aerated Foam Concrete, Shear |
| title | Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature Review |
| title_full | Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature Review |
| title_fullStr | Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature Review |
| title_full_unstemmed | Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature Review |
| title_short | Analytical and Experimental Study of the Piles Cap Normal and Light Weight Aerated Concrete: Literature Review |
| title_sort | analytical and experimental study of the piles cap normal and light weight aerated concrete literature review |
| topic | Pile Cap, Light Weight Concrete, Aerated Foam Concrete, Shear |
| url | https://joe.uobaghdad.edu.iq/index.php/main/article/view/1438 |
| work_keys_str_mv | AT nooralihussien analyticalandexperimentalstudyofthepilescapnormalandlightweightaeratedconcreteliteraturereview AT mohammedmoslehsalman analyticalandexperimentalstudyofthepilescapnormalandlightweightaeratedconcreteliteraturereview AT husainkhalafjarallah analyticalandexperimentalstudyofthepilescapnormalandlightweightaeratedconcreteliteraturereview |