Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams
Precast concrete technology is widely used in industry both worldwide and in Singapore. It enhances production quality and expedites the construction. However, the conventional precast concrete still has some shortcomings and therefore a new type of hybrid precast concrete beam is suggested and its...
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| Other Authors: | |
| Format: | Thesis |
| Language: | English |
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2008
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| Online Access: | http://hdl.handle.net/10356/11830 |
| _version_ | 1811692857801572352 |
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| author | Hu, Heng Bia |
| author2 | Yip, Woon Kwong |
| author_facet | Yip, Woon Kwong Hu, Heng Bia |
| author_sort | Hu, Heng Bia |
| collection | NTU |
| description | Precast concrete technology is widely used in industry both worldwide and in Singapore. It enhances production quality and expedites the construction. However, the conventional
precast concrete still has some shortcomings and therefore a new type of hybrid precast concrete beam is suggested and its behaviour studied. This research is primarily aimed at investigating the internal shear bond mechanism of
precast concrete beam embedded with structural steel section and then to establish the design criteria for such precast concrete beam. |
| first_indexed | 2024-10-01T06:42:27Z |
| format | Thesis |
| id | ntu-10356/11830 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T06:42:27Z |
| publishDate | 2008 |
| record_format | dspace |
| spelling | ntu-10356/118302023-03-03T19:27:45Z Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams Hu, Heng Bia Yip, Woon Kwong School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design Precast concrete technology is widely used in industry both worldwide and in Singapore. It enhances production quality and expedites the construction. However, the conventional precast concrete still has some shortcomings and therefore a new type of hybrid precast concrete beam is suggested and its behaviour studied. This research is primarily aimed at investigating the internal shear bond mechanism of precast concrete beam embedded with structural steel section and then to establish the design criteria for such precast concrete beam. Master of Engineering (CSE) 2008-09-25T06:29:55Z 2008-09-25T06:29:55Z 1999 1999 Thesis http://hdl.handle.net/10356/11830 en Nanyang Technological University 208 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Structures and design Hu, Heng Bia Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams |
| title | Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams |
| title_full | Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams |
| title_fullStr | Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams |
| title_full_unstemmed | Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams |
| title_short | Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams |
| title_sort | shear bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams |
| topic | DRNTU::Engineering::Civil engineering::Structures and design |
| url | http://hdl.handle.net/10356/11830 |
| work_keys_str_mv | AT huhengbia shearbondtransfermechanismsofpartialembedmentofstructuralsteelsectioninprecastconcretebeams |