A Quasi-Greens Function Method for the Bending Problem of Simply Supported Polygonal Shallow Spherical Shells on Pasternak Foundation
p.3215
p.3215
The Study of Explicit Scheme of Hybrid Stress-Function Element with Rotation Degrees of Freedom
p.3220
p.3220
Correct Wavelet-based Multilevel Discrete-Continual Methods for Local Solution of Boundary Problems of Structural Analysis
p.3224
p.3224
Modeling Unstressed State of Kinematic Indeterminate Systems
p.3228
p.3228
A New Solution to the Height of the Compressive Area of Reinforced Concrete Beams during Service Stage
p.3232
p.3232
Relationship between Bending Solutions of FGM and Homogenous Circular Cylindrical Shells
p.3236
p.3236
The Non-Planar Nonlinear Dynamic Model of the Inclined Cable with Lumped Masses
p.3243
p.3243
The Two-Order Quasi-Linear Singular Perturbed Problems with Infinite Initial Conditions
p.3248
p.3248
Numerical Triaxial Apparatus and Application
p.3251
p.3251
A New Solution to the Height of the Compressive Area of Reinforced Concrete Beams during Service Stage
Abstract:
The compressive height of reinforced concrete flexural members in service stage is generally obtained by equations based on the concept, moment-of-area of conversion area with respect to the neutral axis in tension zones equaling to that in compression zones. In this paper a specific calculation method of compressive height for singly or doubly reinforced rectangular and T-shaped cross sections is proposed.
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Info:
Periodical:
Applied Mechanics and Materials (Volumes 353-356)
Pages:
3232-3235
Citation:
Online since:
August 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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