Experimental Study on the Behavior of Single Bolted Joints for UHPC Panels
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Bibliographic Details
| Author(s): |
Sung-Gul Hong
(Department of Architect, Seoul National University, Seoul, Korea)
Su-Hyung. Chung (Department of Architect, Seoul National University, Seoul, Korea) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015 | ||||
| Published in: | IABSE Conference Geneva 2015 | ||||
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| Page(s): | 1530-1536 | ||||
| Total no. of pages: | 7 | ||||
| Year: | 2015 | ||||
| DOI: | 10.2749/222137815818358880 | ||||
| Abstract: |
Single bolted joints for UHPC panels are essential components in prefabrication of precast construction. The bolt connection method can be one of possible options for UHPC structural system, particularly architectural design. To identify the economic and safe use of bolted joints of UHPC panels, a clear understanding of their mechanical behavior is necessary. This paper investigates the tensile behavior of bolted joints for UHPC panels through direct tensile tests, especially focused in identifying the failure modes, strengths and stress distribution, the variables of the experiments including the specimen thickness, width and edge distance.. |
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| Keywords: |
failure mode joint UHPC tensile behavior predict equation strain concentration
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