DocumentCode
3248518
Title
The study on method for calculating the compressive strength of multi-hole concrete hollow block masonry
Author
Chen Liqun ; Yang Weijun
Author_Institution
Hunan City Univ., Yiyang, China
fYear
2011
fDate
22-24 April 2011
Firstpage
3710
Lastpage
3713
Abstract
Code for Design Structures gives the formula for calculating the average axial compressive strength of various types of masonry. In this formula, the parameters of the formula is related to the type of block materials. The formula sets the same standard for parameters of various concrete blocks. But it doesn´t put forward the special calculation parameters for the Multi-hole concrete hollow block. In fact, the compressive strength of Multi-hole concrete hollow block is different from that of concrete block. Based on the Hisldorf Failure Theory, this paper establishes a theoretical formula for the compressive strength of multi-hole of concrete hollow block from the perspective of the theory of plane stress problems. The results of the formula given in this paper are in accordance with the results of the compressive strength test and improves the model of the code in theory.
Keywords
compressive strength; concrete; design engineering; failure (mechanical); Hisldorf failure theory; average axial compressive strength; code for design structures; multihole concrete hollow block masonry; plane stress problems; Analytical models; Concrete; Frequency modulation; Stress; Hisldorf Failure Theory; Multi-hole Concrete Hollow Block; compressive strength;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775820
Filename
5775820
Link To Document