Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/failure-criteria-for-grouted-concrete-block-masonry-under-biaxial-Q1ci7JaFq6
References (19)
-
(1984)
Foundation of Composite Materials Mechanics, China Architecture & Building Press, Beijing, China (in Chinese) -
Wai-Fah Chen (1982)
Plasticity in reinforced concrete -
U. Andreaus (1996)
Failure Criteria for Masonry Panels under In-Plane LoadingJournal of Structural Engineering-asce, 122
-
(2000)
Stress-strain characteristics of brick masonry under cyclic biaxial -
M. Dhanasekar, A. Page, P. Kleeman (1985)
THE FAILURE OF BRICK MASONRY UNDER BIAXIAL STRESSES., 79
-
C. Syrmakezis, P. Asteris (2001)
MASONRY FAILURE CRITERION UNDER BIAXIAL STRESS STATEJournal of Materials in Civil Engineering, 13
-
M. Dhanasekar, P. Kleeman, A. Page (1985)
Biaxial Stress‐strain Relations for Brick MasonryJournal of Structural Engineering-asce, 111
-
R. Drysdale, A. Hamid (1984)
Tension Failure Criteria for Plain Concrete MasonryJournal of Structural Engineering-asce, 110
-
(1985)
Experimental Study on the Strength and Deformation of Brick Masonry under Biaxial Compression -
R. Drysdale, M. Khattab (1995)
In-Plane Behavior of Grouted Concrete Masonry underBiaxial Tension-CompressionAci Structural Journal, 92
-
K. Subramaniam, S. Sinhâ (1995)
Analytical Model for Cyclic Compressive Behavior of Brick MasonryAci Structural Journal, 92
-
K. Naraine, Sachchidanand Sinha (1989)
Loading and Unloading Stress‐Strain Curves for Brick MasonryJournal of Structural Engineering-asce, 115
-
A. Hamid, R. Drysdale (1980)
Concrete Masonry Under Combined Shear and CompressionAlong the Mortar Joints, 77
-
M. Alshebani, S. Sinhâ (2000)
Stress-Strain Characteristics of Brick Masonry under Cyclic Biaxial CompressionJournal of Structural Engineering-asce, 126
-
A. Hamid, R. Drysdale (1981)
Proposed Failure Criteria for Concrete Block Masonry under Biaxial StressesJournal of the Structural Division, 107
-
R. Drysdale, A. Heidebrecht, A. Hamid (1979)
Tensile Strength of Concrete MasonryJournal of the Structural Division, 105
-
M. Alshebani, S. Sinhâ (1999)
Stress-Strain Characteristics of Brick Masonry under Uniaxial Cyclic LoadingJournal of Structural Engineering-asce, 125
-
K. Naraine, Sachchidanand Sinha (1991)
Cyclic Behavior of Brick Masonry Under Biaxial CompressionJournal of Structural Engineering-asce, 117
-
A. Page (1981)
THE BIAXIAL COMPRESSIVE STRENGTH OF BRICK MASONRY., 71
- Publisher
- SAGE
- Copyright
- © 2006 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/136943306776987001
- Publisher site
- See Article on Publisher Site
Abstract
Grouted concrete block masonry (GCBM) exhibits distinct directional properties. By the phenomenological approach, totally 86 tests on 3 kinds of macro-element were conducted for different principal stress ratios under plane stress, and 4 standard specimens were tested in shear. The anisotropic failure criteria are obtained in terms of normalized principal stress space. Comparisons of failure curves for 3 kinds of macro-element are made and it is found that the biaxial compressive strength when the applied stress direction and the material axis coincide is much greater than when the applied stress is inclined to the material axis. By the failure criteria and coordinate transformation, the law relating strength to orientation is obtained. It shows that the degree of anisotropy is affected by the difference of applied stresses. It behaves strongly only when one principal stress predominates and gradually becomes weak as the difference between the two principal compressive stresses decreases. The masonry seems to be isotropic in equal biaxial compression. The work conducted in this paper provides a basis for further theoretical study of the behavior of GCBM under biaxial stress.
Journal
Advances in Structural Engineering – SAGE
Published: Apr 1, 2006