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Behaviors of Precast Reinforced Concrete Drainage Pipes under Static Load Using Finite Element Model |
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| รหัสดีโอไอ | |
| Creator | Narongsak Kosaiyakanon, Chaisak Pisitpaibool |
| Title | Behaviors of Precast Reinforced Concrete Drainage Pipes under Static Load Using Finite Element Model |
| Contributor | - |
| Publisher | TuEngr Group |
| Publication Year | 2565 |
| Journal Title | International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies |
| Journal Vol. | 13 |
| Journal No. | 6 |
| Page no. | 13A6P: 1-22 |
| Keyword | ABAQUS, Precast reinforced concrete drainage pipe (RCP), Reinforced concrete, TIS.128-2549, Circular pipe, Elliptical pipe, Finite element. |
| URL Website | http://TuEngr.com/Vol13-6.html |
| Website title | ITJEMAST V13(6) 2022 @ TuEngr.com |
| ISSN | 2228-9860 |
| Abstract | This paper presents the results of an experimental study on material properties such as mechanical properties and durability properties to examine the effectiveness of structural lightweight concrete. Expanded clay aggregates (ECA) have been used in varying percentages of 10%, 20%, 30%, 40% to replace coarse aggregates. Polypropylene fibres have been used in volume fractions of 0.1%, 0.2%, 0.3% and 0,4%. Based on trials, the optimum dosage of expanded clay aggregates for meeting the workability and strength requirements has been obtained. The laboratory results showed that the inclusion of polypropylene fibres improved the properties of structural lightweight concrete appreciably. Non-linear regression analysis was carried out to determine the relationship between the dependent variables such as compressive strength, Flexural strength and Modulus of elasticity for Structural Lightweight Concrete with polypropylene fibres and independent variables such as volume fraction of fibres and aspect ratio. |
