Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/121455
A new creep test method for reinforced concrete tension members under constant loading
Publication Type (CRIS)
Straipsnis recenzuojamoje užsienio konferencijos medžiagoje / Article in peer-reviewed foreign conference proceedings (P1g)
Publication Type (eLABa)
Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)
VILNIUS TECH Research Priorities and Topics
Pažangios statinių konstrukcijos / Smart building structures (SD0101)
Lithuanian Intelligent Specialization
Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)
Author(s)
| Author | Affiliation | |
|---|---|---|
The University of Hong Kong | ||
Chu, Shao-Hua | The University of Hong Kong | |
Title [en]
A new creep test method for reinforced concrete tension members under constant loading
Eugenijus Gudonis, Pui Lam Ng, Shao-Hua Chu, Aleksandr Sokolov
Is part of
SynerCrete'18: Interdisciplinary Approaches for Cement-based Materials and Structural Concrete: Synergizing Expertise and Bridging Scales of Space and Time, 24-26 October, Funchal, Portugal : conference proceedings / edited by Miguel Azenha, Dirk Schlicke, Farid Benboudjema, Agnieszka Jędrzejewska
Published In
| Year | Start Page | End Page |
|---|---|---|
2018 | 641 | 646 |
Publisher
Paris : RILEM Publications, 2018
Extent
p. 641-646
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Medžiagų inžinerija / Materials engineering (T008)
Abstract (en)
This paper reports the experimental study on creep behaviour of reinforced concrete (RC) tension members subjected to long-term constant loading. An innovative testing rig was designed and four replicates were fabricated for concurrent testing of multiple specimens under the same temperature and humidity conditions. Four direct tension specimens were produced and tested under sustained loading up to beyond 300 days. The test results indicated the augmentation of deformation due to concrete creep in RC member. The creep strain of specimens became practically steady after 300 days, and the creep half-time was obtained as approximately two weeks.
Resource Type (COAR)
TextConference outputConference proceedingsConference paper
Language
Anglų / English (en)
Country
Prancūzija / France (FR)
Owning collection
ISBN (of the container)
9782351582121
eLABa ID
33737675
Project(s)
Research Council of Lithuania
European Commission Research Executive Agency under the Marie Skłodowska-Curie Actions