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Nonlinear Simulatio...
Nonlinear Simulation Analysis of Mechanical Behaviour of Rubberized Concrete
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- Ali, Asma Mahdi (författare)
- Civil Engineering Department, Engineering College, Mustansiriyah University, Baghdad, Iraq
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- Al-Taai, Salwa R. (författare)
- Civil Engineering Department, Engineering College, Mustansiriyah University, Baghdad, Iraq
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- Jaafar, Esraa Kamal (författare)
- Civil Engineering Department, Engineering College, Mustansiriyah University, Baghdad, Iraq
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- Al-Maliki, Hadi Naser Ghadhban (författare)
- Civil Engineering Department, Engineering College, Mustansiriyah University, Baghdad, Iraq
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- Madhloom, Huda M. (författare)
- Civil Engineering Department, Engineering College, Mustansiriyah University, Baghdad, Iraq
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- Al-Ansari, Nadhir, 1947- (författare)
- Luleå tekniska universitet,Geoteknologi
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(creator_code:org_t)
- 2022-02-01
- 2022
- Engelska.
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Ingår i: International Journal of GEOMATE. - : GEOMATE International Society. - 2186-2982 .- 2186-2990. ; 22:90, s. 125-137
- Relaterad länk:
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https://doi.org/10.2...
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https://geomatejourn...
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https://ltu.diva-por... (primary) (Raw object)
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https://urn.kb.se/re...
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https://doi.org/10.2...
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visa färre...
Abstract
Ämnesord
Stäng
- The main objective is to simulate the representation of rubber concrete with different percentages (0, 20, 40, 60, 80, 100%) of rubber using a finite element approach with ANSYS V.15 software to evaluate the behavior of concrete under the influence of mechanical force by using a standard cylinder to calculate its compressive strength, elasticity modulus and displacements for comparison with the previous experimental study, which showed a very close agreement of 5 to 12% when compared between them. The results showed that when the percentage of rubber increases, it leads to a decrease in the compressive strength, that is, its resistance, and an increase in the corresponding displacements and deformations that occur in them, as a result of the concentration of these stresses in the rubber limits. The results also showed that the meshing distribution of the analyzed elements by the ANSYS gave higher values of compressive strength and a decrease in the corresponding displacements when they were regular i.e. homogeneous compared to the irregular ones. Finally, through statistical analysis, it was found that the mean and arithmetic mean were acceptable and close when comparing the theoretical and practical results.
Ämnesord
- TEKNIK OCH TEKNOLOGIER -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Civil Engineering -- Infrastructure Engineering (hsv//eng)
- TEKNIK OCH TEKNOLOGIER -- Maskinteknik -- Tillförlitlighets- och kvalitetsteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Mechanical Engineering -- Reliability and Maintenance (hsv//eng)
Nyckelord
- Ansys
- Compressive strength
- Elastic modulus of concrete
- Numerical simulation
- Rubber concrete
- Soil Mechanics
- Geoteknik
Publikations- och innehållstyp
- ref (ämneskategori)
- art (ämneskategori)
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