Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor | Faculty of Construction and Environment | en_US |
dc.contributor.advisor | Supervisor : Chung, K. F. (CEE) | - |
dc.creator | Tian, Han | - |
dc.identifier.uri | https://theses.lib.polyu.edu.hk/handle/200/9521 | - |
dc.language | English | en_US |
dc.publisher | Hong Kong Polytechnic University | - |
dc.rights | All rights reserved | en_US |
dc.title | Cyclic behavior of high strength steel Q690 under low cycle high strain cyclic tests | en_US |
dcterms.abstract | High strength steel is increasingly used in construction due to its high strength to self-weight ratio. However, its ductility decreases with an increase in the strength. It should be noted that ductility plays an important role when it is subjected to extreme loadings, such as earthquakes. This dissertation presents an investigation into deformation characteristics of Q690 steel under cyclic loads. Six reference tensile tests are conducted to determine its mechanical properties, and twelve cyclic tests are also conducted to examine the hysteretic behavior under a standardized low cycle high strain cyclic test. It is found that all the test specimens are able to develop plastic deformations up to 10% strain. Moreover, the strengths at 10% strain are found to be 0.85 of their yield strengths. Hence, the Q690 steel will not lose its strength significantly at a large deformation of 10%. The proposed method is able to make an assessment on the cyclic behavior of the Q690 steel. Structural engineers are thus encouraged to take advantage of high strength steel materials in seismic resistant design. | en_US |
dcterms.extent | v, 54 pages : color illustrations | en_US |
dcterms.isPartOf | PolyU Electronic Theses | en_US |
dcterms.issued | 2016 | en_US |
dcterms.educationalLevel | M.Sc. | en_US |
dcterms.educationalLevel | All Master | en_US |
dcterms.LCSH | Hong Kong Polytechnic University -- Dissertations | en_US |
dcterms.LCSH | Steel, High strength -- Testing | en_US |
dcterms.accessRights | restricted access | en_US |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
991022142758003411.pdf | For All Users (off-campus access for PolyU Staff & Students only) | 2.57 MB | Adobe PDF | View/Open |
Copyright Undertaking
As a bona fide Library user, I declare that:
- I will abide by the rules and legal ordinances governing copyright regarding the use of the Database.
- I will use the Database for the purpose of my research or private study only and not for circulation or further reproduction or any other purpose.
- I agree to indemnify and hold the University harmless from and against any loss, damage, cost, liability or expenses arising from copyright infringement or unauthorized usage.
By downloading any item(s) listed above, you acknowledge that you have read and understood the copyright undertaking as stated above, and agree to be bound by all of its terms.
Please use this identifier to cite or link to this item:
https://theses.lib.polyu.edu.hk/handle/200/9521