Romualdas Vadlga, Romualdas Kliukas - The use of annular and circular cross -section members in transport and power engineering building construction (Vol VII, No 2)

Vilnius Gediminas Technical UniversityRiga Technical UniversityTallinn University of TechnologyBaltic Road Association

 

Abstracted in databases:
Thomson SCIE: Science Citation Index ExpandedTM (Web of Science), INSPEC, EBSCO, TRIS/TRIS Online, VINITI, CSA's ERD, CSA/ASCE (CSA's TRD), SCOPUS (Elsevier Database)

2015 Impact Factor: 0.519 ©2015 Thomson Reuters, 2015 Journal Citation Report®

ISSN 1822-427X print
ISSN 1822-4288 online
 

 

 
 

"The Baltic Journal of Road and Bridge Engineering"
Vilnius: Technika, 2012, Vol VII, No 2, p. 77-83


Romualdas Vadlga, Romualdas Kliukas
The use of annular and circular cross -section members in transport and power engineering building construction
DOI: 10.3846/bjrbe.2012.11
 
The problem of evaluating the bearing capacity of the reinforced concrete elements of circular cross-section is considered. Strength calculation of these reinforced concrete elements differs from strength calculation of the elements of the rectangular cross-section. A method of calculation similar to that used for strength calculation of annular crosssection elements is suggested. The bearing capacity of circular cross-section elements, calculated based on the use of this method, matches the bearing capacity determined by testing.
 
Keywords:  circular cross-section, annular cross-section, plain and reinforced concrete elements, strength, bearing capacity, longitudinal reinforcing bars, eccentric compression.

Read full article (restricted access)

view contents of entire journal number    |    switch abstract language to Lithuanian, Latvian or Estonian

 

 
 

 

© Vilnius Gediminas Technical University, 2006 - 2018   |   Web Design   

Hey.lt - Interneto reitingai, lankomumo statistika, lankytojų skaitliukai