Share Your Research, Maximize Your Social Impacts
SHEAR DESIGN METHODS OF REINFORCED CONCRETE MEMBRANES BASED ON COMPRESSION FIELDS THEORY
Journal: Academic Journal "Industrial Machine Building, Civil Engineering" (Vol.2, No. 42)Publication Date: 2014-11-26
Authors : V.N. Malinovskiy; P.V. Krivitskiy;
Page : 86-95
Keywords : reinforced concrete elements; shear; strain; stress;
Source : Download
Find it from : Google Scholar
Abstract
Design methods of reinforced concrete members based on compression fields theory are presented. With these methods, equilibrium conditions, compatibility conditions, and stressstrain relationships for both the reinforcement and the diagonally cracked concrete are used to account the load-deformation response of a section subjected to shear.
Other Latest Articles
- CALCULATION OF REINFORCED CONCRETE STRUCTURES USING EPOXY ADHESIVES
- FORMATION OF CRACKS AND WIDTH OF OPENING CRACKS IN UNSLIT REINFORCED CONCRETE BEAMS
- BASIS OF CALCULATION METHOD OF CONCRETE ELEMENTS DESIGN RESISTANCE OF REINFORCED CONCRETE
- THE EFFECT OF THE RATIO OF THE SPAN LENGTHS ON FORMATION OF THE STRESS-STRAIN STATE OF THE REINFORCED CONCRETE FRAME CONSTRUCTION
- ANALYTICAL CALCULATION OF REINFORCED CONCRETE SLABS WITH STEEL FRAMING
Last modified: 2016-08-01 17:21:28