Ushbu ishga iqtibos qilgan ishlar

4 ta ish

Ish: Improving shear capacity of existing RC T-section beams using CFRP composites

1. Shear capacity of precracked and non-precracked reinforced concrete shear beams with externally bonded bi-directional CFRP strips

   J. Jayaprakash, Abdul Aziz Abdul Samad, Ashrabov Anvar Abbasovich +1

   MaqolaStructural Behavior of Reinforced ConcreteConstruction and Building Materials20070 iqtibos

   ABIABI:AkademIndex/openalex/2007.article.000023

2. Experimental Investigation on Shear Capacity of Reinforced Concrete Precracked Push-off Specimens with Externally Bonded Bi-Directional Carbon Fibre Reinforced Polymer Fabrics

   J. Jayaprakash, Abdul Aziz Abdul Samad, Ashrabov Anvar Abbasvoch

   MaqolaStructural Behavior of Reinforced ConcreteModern Applied Science20090 iqtibos

   ABIABI:AkademIndex/openalex/2009.article.000119

3. Investigation on Effects of Variables on Shear Capacity of Precracked RC T-Beams with Externally Bonded Bi-directional CFRP Discrete Strips

   J. Jayaprakash, Abdul Aziz Abdul Samad, Ashrabov Anvar Abbasvoch

   MaqolaStructural Behavior of Reinforced ConcreteJournal of Composite Materials20090 iqtibos

   ABIABI:AkademIndex/openalex/2009.article.000206

4. Study on reinforced concrete elements of buildings and structures with cracks, reinforced with composite polymer materials

   Bakhodir Sagatov

   MaqolaStructural Behavior of Reinforced ConcreteIOP Conference Series Earth and Environmental Science20230 iqtibos

   ABIABI:AkademIndex/openalex/2023.article.005717