Title :
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
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;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
DOI :
10.1109/MACE.2011.5987677
