Please use this identifier to cite or link to this item: https://ir.swu.ac.th/jspui/handle/123456789/13831
Title: Effects of increasing truck weight limits on highway bridges in Thailand
Authors: Suparp S.
Joyklad P.
Keywords: Highway bridges
Reinforced concrete
Safety factor
Structural dynamics
Trucks
Bridge design
Bridge response
Bridge strengthening
Design live loads
Existing bridge
Reference data
Standard specifications
Weight limits
Bridges
Issue Date: 2014
Abstract: Any increasing of truck weight limits would affect an existing bridge safety. Besides, the increasing weight would shorten the time of repair and replacement of many bridges. Thai truck weights specified by Department of Highways were raised according to several government gazettes. This paper aimed to study the safety factors of the bridges due to the increasing of Thai truck weights compared with those from the design live loads of selected bridges. As indicated in the bridge standard drawings from Department of Highways, the reinforced concrete bridges with the span length ranging from 5 to 30 meters were studied. It was found that the average of maximum bridge responses from Thai truck weights were approximately 25% to 18% greater than those from the design live loads for moment and shear, respectively. Without bridge strengthening, the safety factors of the bridges were reduced due to the increase in truck weights especially for 5 to 8 meters span lengths. The results of this study would be used as a reference data for bridge strengthening in Thailand in order to maintain the bridge safety level consistent with the standard specifications.
URI: https://ir.swu.ac.th/jspui/handle/123456789/13831
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84929440039&doi=10.2749%2f222137814814028151&partnerID=40&md5=b6439d376a1339fbc45f378f6fd85251
Appears in Collections:Scopus 1983-2021

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