Modification of strut effectiveness factor for reinforced concrete deep beams strengthened with CFRP laminates
This paper proposes a method to modify the strut effectiveness factor in the strut-and-tie model for CFRP-strengthened reinforced concrete deep beams. Two groups of deep beams comprising six ordinary reinforced concrete deep beams and six CFRP-strengthened reinforced concrete deep beams were experim...
मुख्य लेखकों: | Panjehpour, Mojtaba, Abang Ali, Abang Abdullah, Voo, Yen Lei, Abd Aziz, Farah Nora Aznieta |
---|---|
स्वरूप: | लेख |
प्रकाशित: |
Consejo Superior de Investigaciones Cientificas (C S I C)
2014
|
समान संसाधन
-
Strut Deformation in CFRP-Strengthened Reinforced Concrete Deep Beams
द्वारा: Mohammad Panjehpour, और अन्य
प्रकाशित: (2014-01-01) -
Refinement of strut-and-tie model for reinforced concrete deep beams
द्वारा: Panjehpour, M., और अन्य
प्रकाशित: (2015) -
Strengthening of Continuous Reinforced Concrete Beams by Cfrp Laminates
द्वारा: Sabih Z. Al-Sarraf, और अन्य
प्रकाशित: (2013-02-01) -
Development of strut-and tie model for carbon fibre reinforced polymer strengthened deep beams
द्वारा: Panjehpour, Mohammad
प्रकाशित: (2014) -
Flexural strengthening of reinforced concrete beams with CFRP laminates and spike anchors
द्वारा: Maha Assad, और अन्य
प्रकाशित: (2024-03-01)