scholarly journals Experimental and numerical analysis on the structural fire behaviour of three-cell hollowed concrete masonry walls

2021 ◽  
Vol 228 ◽  
pp. 111439
Author(s):  
Rafael G. Oliveira ◽  
João Paulo C. Rodrigues ◽  
João Miguel Pereira ◽  
Paulo B. Lourenço ◽  
Rúben F.R. Lopes
Keyword(s):  
Numerical Analysis ◽  
Masonry Walls ◽  
Fire Behaviour ◽  
Structural Fire ◽  
Concrete Masonry ◽  
Concrete Masonry Walls

In-plane flexural strength of unbonded post-tensioned concrete masonry walls

2017 ◽  
Vol 136 ◽  
pp. 245-260 ◽  
Author(s):  
Reza Hassanli ◽  
Mohamed A. ElGawady ◽  
Julie E. Mills
Keyword(s):  
Flexural Strength ◽  
Masonry Walls ◽  
Concrete Masonry ◽  
Concrete Masonry Walls ◽  
Post Tensioned

scholarly journals Behavior of Partially Grouted Concrete Masonry Walls under Quasi-Static Cyclic Lateral Loading

Materials ◽  
2020 ◽  
Vol 13 (10) ◽  
pp. 2424
Author(s):  
Sebastián Calderón ◽  
Laura Vargas ◽  
Cristián Sandoval ◽  
Gerardo Araya-Letelier
Keyword(s):  
Shear Strength ◽  
Aspect Ratio ◽  
Load Capacity ◽  
Masonry Walls ◽  
Lateral Stiffness ◽  
Edge Elements ◽  
Vertical Reinforcement ◽  
Concrete Masonry ◽  
Resistance Degradation ◽  
Concrete Masonry Walls

Eight partially grouted (PG-RM) concrete masonry walls were tested to study the influence of the strength and width of blocks, the wall aspect ratio, the horizontal and vertical reinforcement ratio, and the presence of edge elements (flanges). The results were analyzed in terms of the failure mode, damage progression, shear strength, lateral stiffness degradation, equivalent viscous damping ratio, and displacement ductility. Additionally, the performances of some existing shear expressions were analyzed by comparing the measured and predicted lateral load capacity of the tested walls. Based on the results, a slight increment in the lateral stiffness was achieved when employing stronger blocks, while the shear strength remained constant. Besides, increasing the width of concrete blocks did not have a significant effect on the shear strength nor in the initial tangential stiffness, but it generated a softer post-peak strength degradation. Increasing the wall aspect ratio reduced the brittleness of the response and the shear strength. Reducing the amount of vertical reinforcement lowered the resulting shear strength, although it also slowed down the post-peak resistance degradation. Transversal edge elements provided integrity to the wall response, generated softer resistance degradation, and improved the symmetry of the response, but they did not raise the lateral resistance.

A data fusion approach for progressive damage quantification in reinforced concrete masonry walls

2013 ◽  
Vol 23 (1) ◽  
pp. 015007 ◽  
Author(s):  
Prashanth Abraham Vanniamparambil ◽  
Mohammad Bolhassani ◽  
Rami Carmi ◽  
Fuad Khan ◽  
Ivan Bartoli ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Data Fusion ◽  
Masonry Walls ◽  
Progressive Damage ◽  
Damage Quantification ◽  
Concrete Masonry ◽  
Concrete Masonry Walls ◽  
Fusion Approach
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