Behaviour of grouted splice connections in precast concrete walls subjected to tensile, shear and flexural loads
The conventional grouted connections with corrugated aluminium sleeves have been used widely in precast concrete construction. The main problem of the conventional grouted sleeve connections is the need for long embedded lengths reinforcement rebars to achieve full continuity. There is a tendency fo...
| मुख्य लेखक: | Ling, Jen Hua |
|---|---|
| स्वरूप: | थीसिस |
| प्रकाशित: |
2011
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| विषय: |
समान संसाधन
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The behaviour of sleeve connection with spiral reinforcement and additional longitudinal bar under direct tensile load
द्वारा: Manap, Norliana
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समान संसाधन
-
Bond behavior of grouted spiral and splice connection under direct axial and flexural pullout load
द्वारा: Aldin Hosseini, Seyed Jamal
प्रकाशित: (2015) -
Structural behaviour of precast concrete wall frame connections under shear load
द्वारा: Rossley, Nabila
प्रकाशित: (2014) -
Tensile strength and behaviour of grouted splices integrated with flexible aluminium duct
द्वारा: Mohamad, Mazizah Ezdiani
प्रकाशित: (2010) -
Behavior of fiber reinforced polymer grouted splice connections
द्वारा: Koushfar, Kiarash
प्रकाशित: (2020) -
Development of durable fiber reinforced polymer grouted splice connection
द्वारा: Koushfar, Kiarash
प्रकाशित: (2011)