Работы, цитирующие эту работу

Работ: 4

Работа: 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

   СтатьяStructural Behavior of Reinforced ConcreteConstruction and Building Materials2007Цитирований: 0

   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

   СтатьяStructural Behavior of Reinforced ConcreteModern Applied Science2009Цитирований: 0

   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

   СтатьяStructural Behavior of Reinforced ConcreteJournal of Composite Materials2009Цитирований: 0

   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

   СтатьяStructural Behavior of Reinforced ConcreteIOP Conference Series Earth and Environmental Science2023Цитирований: 0

   ABIABI:AkademIndex/openalex/2023.article.005717