Study on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate
Due to the shortage of local materials, porous basalt was used as the coarse aggregate in the prefabrication of sleepers for the Mombasa-Nairobi Railway in Kenya. To study their fatigue characteristics, the sleepers were measured under fatigue loading for their local strain, overall deformation and...
Guardado en:
Autores principales: | , , , |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/b62cd3600e3a47eda7f2b9a2f63e9585 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
id |
oai:doaj.org-article:b62cd3600e3a47eda7f2b9a2f63e9585 |
---|---|
record_format |
dspace |
spelling |
oai:doaj.org-article:b62cd3600e3a47eda7f2b9a2f63e95852021-11-07T00:33:42ZStudy on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate1330-36511848-6339https://doaj.org/article/b62cd3600e3a47eda7f2b9a2f63e95852021-01-01T00:00:00Zhttps://hrcak.srce.hr/file/383545https://doaj.org/toc/1330-3651https://doaj.org/toc/1848-6339Due to the shortage of local materials, porous basalt was used as the coarse aggregate in the prefabrication of sleepers for the Mombasa-Nairobi Railway in Kenya. To study their fatigue characteristics, the sleepers were measured under fatigue loading for their local strain, overall deformation and crack initiation. The methods used include the traditional strain measurement, the sleeper deflection measurement and the 3D optical strain measurement. To be more specific, the traditional strain measurement method was employed to compare the strain-load relation of the sleepers under different cyclic loading times. Deflection variations of the sleepers were taken into consideration to analyze sleeper local defects and the variation law of the constitutive relation for concrete. And the 3D optical non-contact strain measurement method was adopted to monitor the sleeper crack initiation and growth process under fatigue loading and analyze the crack growth law.Shougang HuangJinjie ChenJianxi Wang*Xiaojun JiangFaculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek articlecarrying capacityconcrete sleepercrackfatigue characteristicsporous basaltEngineering (General). Civil engineering (General)TA1-2040ENTehnički Vjesnik, Vol 28, Iss 6, Pp 1833-1838 (2021) |
institution |
DOAJ |
collection |
DOAJ |
language |
EN |
topic |
carrying capacity concrete sleeper crack fatigue characteristics porous basalt Engineering (General). Civil engineering (General) TA1-2040 |
spellingShingle |
carrying capacity concrete sleeper crack fatigue characteristics porous basalt Engineering (General). Civil engineering (General) TA1-2040 Shougang Huang Jinjie Chen Jianxi Wang* Xiaojun Jiang Study on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate |
description |
Due to the shortage of local materials, porous basalt was used as the coarse aggregate in the prefabrication of sleepers for the Mombasa-Nairobi Railway in Kenya. To study their fatigue characteristics, the sleepers were measured under fatigue loading for their local strain, overall deformation and crack initiation. The methods used include the traditional strain measurement, the sleeper deflection measurement and the 3D optical strain measurement. To be more specific, the traditional strain measurement method was employed to compare the strain-load relation of the sleepers under different cyclic loading times. Deflection variations of the sleepers were taken into consideration to analyze sleeper local defects and the variation law of the constitutive relation for concrete. And the 3D optical non-contact strain measurement method was adopted to monitor the sleeper crack initiation and growth process under fatigue loading and analyze the crack growth law. |
format |
article |
author |
Shougang Huang Jinjie Chen Jianxi Wang* Xiaojun Jiang |
author_facet |
Shougang Huang Jinjie Chen Jianxi Wang* Xiaojun Jiang |
author_sort |
Shougang Huang |
title |
Study on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate |
title_short |
Study on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate |
title_full |
Study on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate |
title_fullStr |
Study on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate |
title_full_unstemmed |
Study on Fatigue Characteristics of Concrete Sleepers with Porous Basalt as the Aggregate |
title_sort |
study on fatigue characteristics of concrete sleepers with porous basalt as the aggregate |
publisher |
Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek |
publishDate |
2021 |
url |
https://doaj.org/article/b62cd3600e3a47eda7f2b9a2f63e9585 |
work_keys_str_mv |
AT shouganghuang studyonfatiguecharacteristicsofconcretesleeperswithporousbasaltastheaggregate AT jinjiechen studyonfatiguecharacteristicsofconcretesleeperswithporousbasaltastheaggregate AT jianxiwang studyonfatiguecharacteristicsofconcretesleeperswithporousbasaltastheaggregate AT xiaojunjiang studyonfatiguecharacteristicsofconcretesleeperswithporousbasaltastheaggregate |
_version_ |
1718443634255200256 |