Simulation behavior of the joint shear manners of flat concrete slab with holes

Basit Öğe Kaydı
dc.contributor.advisorNaimi, Sepanta
dc.contributor.authorAl-Gburi, Mohaimen
dc.date.accessioned2023-12-21T07:20:12Z
dc.date.available2023-12-21T07:20:12Z
dc.date.issued2023en_US
dc.date.submitted2023
dc.departmentEnstitüler, Lisansüstü Eğitim Enstitüsü, İnşaat Mühendisliği Ana Bilim Dalıen_US
dc.description.abstractThis study aims to analyze the essential effects of creating apertures and holes (necessary for electrical and mechanical installations) on the mechanical behavior of flat slabs under extreme loading. Simulations and numerical analysis with the ABAQUS program were used to accomplish the research objective. In addition, a comparison study (including nine cases) was adopted and used to investigate the impact of openings on the usability and effectiveness of flat slabs. The size of the damaged zone, the highest load, the greatest displacement and deflection were noted. Also, the impact of the opening size on these factors was investigated. According to the findings, instances C1, C2, and C3 all exhibit maximum displacement values that fall between 32.7 mm and 31.6 mm. Moreover, the maximum stress (failure load) in cases C2 (5050 cm) and C3 (100100 cm) was 186.5 kN and 45%, respectively, less than in instance C1. For C2 and C3, the damaged zone area rose by (47% and 144%), respectively. Because the perimeter shrinks, it is obvious that as opening sizes grow, punching shear resistance reduces. In examples one through nine, corresponding to varying amounts of displacement, various values of loads were also recorded. In these cases, the load rises as the displacement rises. Besides, it was found that the employment of CFRP material in slabs contributed to significant enhancement in their workability and performance. Finally, using CFRP in slabs helped increase their resistance to failure and potential to avoid cracks and damage under critical and considerable values of vertical loads.en_US
dc.identifier.citationAl-Gburi, M. (2023). Simulation behavior of the joint shear manners of flat concrete slab with holes. (Yayınlanmamış yüksek lisans tezi). Altınbaş Üniversitesi, Lisansüstü Eğitim Enstitüsü, İstanbul.en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12939/4349
dc.identifier.yoktezid826267
dc.institutionauthorAl-Gburi, Mohaimen
dc.language.isoen
dc.publisherAltınbaş Üniversitesi / Lisansüstü Eğitim Enstitüsüen_US
dc.relation.publicationcategoryTezen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectNumerical Simulationen_US
dc.subjectFlat Slaben_US
dc.subjectOpeningen_US
dc.subjectPunching Shear Resistanceen_US
dc.subjectPerformanceen_US
dc.subjectABAQUS Softwareen_US
dc.titleSimulation behavior of the joint shear manners of flat concrete slab with holes
dc.typeMaster Thesis

Dosyalar

Lisans paketi
Listeleniyor 1 - 1 / 1
[ X ]
İsim:
license.txt
Boyut:
1.44 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama:
İndir

Koleksiyon

Tez Koleksiyonu