Moment–Curvature Relationship before Flexural Cracking

Content Provider	Scilit
Author	Sozen, Mete A. Ichinose, Toshikatsu Pujol, Santiago
Copyright Year	2014
Description	To develop a simple relationship between moment and curvature for a rectangular section (Figure 12.1a) of a straight beam, we make two pivotal assumptions: 1. The distribution of unit strain over the section is linear (Figure 12.1b). 2. The unit stress changes linearly with unit strain (Figure 12.1c). Book Name: Principles of Reinforced Concrete Design
Related Links	https://content.taylorfrancis.com/books/download?dac=C2013-0-25088-8&isbn=9780429161858&doi=10.1201/b17165-16&format=pdf
Ending Page	111
Page Count	6
Starting Page	106
DOI	10.1201/b17165-16
Language	English
Publisher	Informa UK Limited
Publisher Date	2014-07-14
Access Restriction	Open
Subject Keyword	Book Name: Principles of Reinforced Concrete Design Stress Curvature Cracking Straight Flexural Rectangular Linearly 12.1a 12.1c
Content Type	Text
Resource Type	Chapter