In-situstress identification of bridge concrete components using core-drilling method

Volume: 11, Issue: 2, Pages: 210 - 222
Published: Jan 21, 2014
Abstract
Concrete components of existing bridges often have complex and time-dependent stresses due to external load and internal degradation. The reliable information of the stress state plays an important role in performance assessment, life cycle prediction and strengthening and maintenance strategy. Some key bridge components generally carry predominant uniaxial loads, such as girders, towers and pillars, which make it meaningful to focus on the...
Paper Details
Title
In-situstress identification of bridge concrete components using core-drilling method
Published Date
Jan 21, 2014
Volume
11
Issue
2
Pages
210 - 222
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