Infrastructures, Volume 10, Issue 9
2025 September - 32 articles
Cover Story: This paper analyzes the long-term thermal effect of fiber-reinforced concrete link slabs on an existing steel bridge for a rehabilitation project of the Maryland Transportation Authority. To accommodate the global thermal expansion of a full bridge, the existing fixed bearings were modified to expansion bearings to release the longitudinal thermal movement of the super-structure. Their movements were measured by the installed LVDT devices. In this pilot study for the Maryland Transportation Authority, engineered cementitious composite (ECC) and ultra-high-performance concrete (UHPC) were selected as candidate materials for link slabs to replace traditional steel expansion joints. The novelty of the study is in comparing the performance of different materials side by side using embedded sensor measurements and numerical simulation. View this paper - Issues are regarded as officially published after their release is announced to the table of contents alert mailing list .
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