Failure analysis and damage detection of partially grouted masonry walls by enhancing deformation measurement using DIC

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• 作者：M. Bolhassani^a ; ^{mb3238@drexel.edu} ; A.A. Hamid^a ; S. Rajaram^b ; P.A. Vanniamparambil^b ; I. Bartoli^a ; A. Kontsos^b
• 关键词：Partially grouted reinforced masonry wall ; Masonry assemblages ; Deformability ; Full-field measurement ; DIC
• 刊名：Engineering Structures
• 出版年：2017
• 出版时间：1 March 2017
• 年：2017
• 卷：134
• 期：Complete
• 页码：262-275
• 全文大小：4595 K
• 卷排序：134

文摘

The DIC was used to determine non-uniform strain contours on masonry elements. Cracks were identified by recognition of strains in excess of 0.3%. Quantitative mapping of deformation field was only possible by using DIC. Visually mapped final crack patterns were consistent with the DIC patterns.