Please use this identifier to cite or link to this item:
|Title:||A strut-and-tie model for ultimate loads of precast concrete joints with loop connections in tension|
|Authors:||Ong, K.C.G. |
|Source:||Ong, K.C.G., Hao, J.B., Paramasivam, P. (2006-04). A strut-and-tie model for ultimate loads of precast concrete joints with loop connections in tension. Construction and Building Materials 20 (3) : 169-176. ScholarBank@NUS Repository. https://doi.org/10.1016/j.conbuildmat.2005.01.018|
|Abstract:||The authors propose a strut-and-tie model to calculate the ultimate tensile loads of precast concrete joints with two to one loop connections subjected to static uniaxial tensile loading. The width of the struts was derived iteratively by correlation with available test results that take into account the effects of the loop connection geometry and transverse cottering bars. The results showed that the predictions using the proposed model correlated well with the experimental data. © 2005 Elsevier Ltd. All rights reserved.|
|Source Title:||Construction and Building Materials|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Feb 15, 2018
WEB OF SCIENCETM
checked on Jan 30, 2018
checked on Feb 19, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.