The Application of Reinforced Concrete Composite Floor System of Superimposing Box and Net Beam to Zibo Athletes Apartment
p.1732
p.1732
Verification of Adjustment Method of Design Seismic Shear Force of the Frame in RC Frame-Shear Wall Structure
p.1736
p.1736
Stochastic Finite Element Analysis for Shrinkage and Creep of a Concrete Bridge Based on LHS
p.1744
p.1744
Influence of Reinforcement in Outer Frame Column on the Mechanical Behavior of Multi-Ribbed Frame Grid
p.1749
p.1749
Development of the Stress-Strain Relationship for Crack Diffused Concrete
p.1753
p.1753
Research Situation on the Performance-Based Seismic Design Method for Reinforced Concrete Structure
p.1757
p.1757
Experimental Study of Stress-Strain Curves of Lightweight Aggregate Concrete
p.1762
p.1762
Analysis on Causes about Concrete Slab Cracks of Residential Projects and Research on Control Measures
p.1768
p.1768
Analysis on the Causes and Control of Pre-Mixed Concrete Floor Cracks
p.1772
p.1772
Development of the Stress-Strain Relationship for Crack Diffused Concrete
Abstract:
On the basis of diffusion mechanism of crack and stress-strain of concrete, the mathematical differential formula and the pure theoretical model of stress-strain complete process of concrete are established. It is shown that stress-strain relationship of concrete is affected by Hooke’s law and diffusion mechanism of crack, and the law of which can be expressed by an exponential formula.
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Periodical:
Advanced Materials Research (Volumes 163-167)
Pages:
1753-1756
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Online since:
December 2010
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© 2011 Trans Tech Publications Ltd. All Rights Reserved
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