Mechanics parameter analysis model based on the composition reinforced steel-cemented soil beam

Author

Shitan Gu ; Chunqiu Wang ; Fenghai Yu

Author_Institution

Key Lab. of Mine Disaster Prevention & Control, Shandong Univ. of Sci. & Technol., Qingdao, China

fYear

2011

fDate

15-17 July 2011

Firstpage

3223

Lastpage

3226

Abstract

Based on the composite structure mechanics principle, section steel- cemented soil beam longitudinal elastic parameters analysis unit body was extracted.Theoretical analysis of longitudinal elastic modulus, longitudinal poisson´s ratio, shear modulus´s composite enhance rule of SMW section steel-cemented soil composite structure was made. Calculation formula of equivalent parameters values was deduced, and the composite enhance regularity of parameters was analyzed. The results lay a theoretical basic law in flexural performance and section steel-cemented soil interfacial interaction regularity study of SMW.

Keywords

Poisson ratio; beams (structures); bending; cements (building materials); composite materials; shear modulus; soil; steel; structural engineering; SMW section steel-cemented soil composite structure; composite structure mechanics principle; composition reinforced steel-cemented soil beam; flexural performance; interfacial interaction regularity; longitudinal Poisson ratio; longitudinal elastic modulus; longitudinal elastic parameter analysis; mechanics parameter analysis model; shear modulus; Composite materials; Presses; Rocks; Soil; Steel; Structural beams; Composite materials; Longitudinal elastic modulus; Longitudinal poisson´s ratio; Shear modulus; Structural mechanics;

fLanguage

English

Publisher

ieee

Conference_Titel

Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on

Conference_Location

Hohhot

Print_ISBN

978-1-4244-9436-1

Type

conf

DOI

10.1109/MACE.2011.5987677

Filename

5987677