Experimental Study on The Bearing Capacity of Super High Strength Concrete Pole

In order to study the ultimate bearing capacity of super high strength concrete pole, the pole type planning and structural design of super high strength concrete pole are carried out. Under the design condition, the ultimate bearing capacity of super high strength concrete pole is tested. By using...

Full description

Saved in:
Bibliographic Details
Published inIOP conference series. Earth and environmental science Vol. 474; no. 7; pp. 72093 - 72098
Main Authors Gao, Fan, Chai, Linjie, Wang, Lihuan, Zhang, Deguang, Ren, Yaning
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.04.2020
Subjects
Airports
Bearing capacity
Concrete
Finite element method
High strength concretes
Mathematical models
Site planning
Structural design
Structural engineering
Online AccessGet full text

Cover

More Information
Summary:In order to study the ultimate bearing capacity of super high strength concrete pole, the pole type planning and structural design of super high strength concrete pole are carried out. Under the design condition, the ultimate bearing capacity of super high strength concrete pole is tested. By using the finite element software ABAQUS, the finite element model of super high strength concrete pole is established, and the same external load as the test is applied to fit the true type test. The ultimate bearing capacity of super high strength concrete pole is obtained by true type test and finite element numerical simulation.
ISSN:1755-1307
1755-1315
DOI:10.1088/1755-1315/474/7/072093