Behaviour of unbonded reinforcement bar anchored in grouted spiral under increasing flexural bending
This project report presents a research on the behaviour of beam with unbonded reinforcement bars being anchored into grouted spiral reinforcement at both ends and subjected to flexural loading. The use of spiral reinforcement is rather a new concept used in construction industry and still being stu...
| मुख्य लेखक: | Yap, Sie Horng |
|---|---|
| स्वरूप: | थीसिस |
| भाषा: | अंग्रेज़ी |
| प्रकाशित: |
2013
|
| विषय: | |
| ऑनलाइन पहुंच: | http://eprints.utm.my/33090/1/YapSieHorngMFKA2013.pdf |
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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) -
The behaviour of sleeve connection with spiral reinforcement and additional longitudinal bar under direct tensile load
द्वारा: Manap, Norliana
प्रकाशित: (2009) -
Non-linear Meshfree formulation of anchored reinforcing bar with bond slip effect
द्वारा: Badli, Mohamad Iqbal
प्रकाशित: (2013) -
Performance of retrofitted reinforced concrete beam with anchored carbon fiber reinforced polymer rods and concrete jacket under increasing repetitive bending
द्वारा: Al-Khateeb, Mahmood Yahya Hasan
प्रकाशित: (2021) -
Behaviour of grouted splice connections in precast concrete walls subjected to tensile, shear and flexural loads
द्वारा: Ling, Jen Hua
प्रकाशित: (2011)