We found a match
Your institution may have access to this item. Find your institution then sign in to continue.
- Title
Tensile Stress-Strain Relationship For Ferro cement Structures.
- Authors
Mohammed, Azad A.; Assi, Dunyazad K.
- Abstract
Tests on fibrocement discs were carried out to measure tensile stress- strain relationship including testing wide ranges of matrix strength. Equations were proposed for calculating tensile strength based on the present test results and other results in the literature. A trilinear idealized model was proposed for calculating tensile stress - strain response of Ferro cement. The model was found to be accurate especially for higher strength Ferro cement. Later an analysis was carried out for calculating the load-deflection relationship of Ferro cement beams based on moment - curvature relationship and bending theory of elastic beam. The analysis which based on the proposed tensile model was found to be accurate for Ferro cement beams and slab strips provided that the span / depth ratio less than 22.
- Subjects
TENSILE strength; ASBESTOS cement; STRESS-strain curves; STRENGTH of materials; TRILINEAR forms; CURVATURE
- Publication
Al-Rafadain Engineering Journal, 2012, Vol 20, Issue 2, p27
- ISSN
1813-0526
- Publication type
Article