Experimental Study on Ductility and Dissipative Capacity of AAC Block Load Bearing Walls

Jing Hai Yu; Shou Xiang Wu

doi:10.4028/www.scientific.net/AMM.90-93.1096

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Experimental Study on Ductility and Dissipative...

Experimental Study on Ductility and Dissipative Capacity of AAC Block Load Bearing Walls

Abstract:

Based on the experimental investigation of quasi-static test of 6 AAC block walls and obtain the load-displacement experimental results, the deformation behavior and dissipative capacity of the walls due to different height to width ratios and vertical pressing stresses are studied and analyzed, the comparisons and analyses with other block walls’ deformation behavior are also carried out. The results indicate that AAC block walls’ dissipative capacity is directly proportional with vertical pressing stresses and the deformation behavior is otherwise, the diversification of height to width ratios can change the breaking form of block walls and affect on ductility and dissipative capacity. The ductility of AAC block walls is better than other block walls.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1096-1099

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1096

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Online since:

September 2011

Authors:

Jing Hai Yu, Shou Xiang Wu

Keywords:

Autoclaved Aerated Concrete Block, Dissipative Capacity, Ductility, Quasi-Static Test

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