Experimental Study on Stress Strain Behavior of Normal and High Strength Unconfined Concrete
Brijesh Singh, V. V. Arora, Vikas Patel View Abstract
Development of IS:456 Shear Design Provisions-I: Members without Shear Reinforcement Dipti Ranjan Sahoo View Abstract
Development of IS:456 Shear Design Provisions-II: Members with Shear Reinforcement Dipti Ranjan Sahoo View Abstract
Effect of Recycled Aggregate on Shear Behavior of Steel Fiber Reinforced Self Compacting Concrete Kannam Praveen, S. Venkateswara Rao, P. Rathish Kumar View Abstract
Effect of Synthetic Fibres on Compressive Strength of Concrete Shailja Gupta, V. K. Verma View Abstract
Study on Fracture Behavior of High Strength Concrete Including Effect of Steel Fibre Vikas Patel, Brijesh Singh, V. V. Arora View Abstract
Point of View
A Need to Revise Minimum Tensile Steel Area Provision for RC Beams given in Clause 26.5.1.1 of IS 456:2000 (Plain and RC Code of Practice) Dada S. Patil View Abstract
Cover
Reinforced concrete structures, where a significant saving in cost and space can be achieved by the use of high-strength materials and improved structural design.
