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Experimental and Analytical Investigation of Steel Reinforced Grout (SRG) Strengthened Masonry Panels
Wang, X.; Lam, C. C.; Iu, V. P.; Kou, K. P.
2017-07-01
Source PublicationKey Engineering Materials
ISSN1662-9795
Pages226-233
AbstractThis paper illustrates the results of experimental and analytical investigation carried out on masonry panels built by grey clay brick (GCB) from the Lingnan Region, China, reinforced with externally bonded Steel Reinforced Grout (SRG) system. The experimental program involves diagonal compression tests on two unreinforced and two double side reinforced panels. The main outcomes of the experimental tests include load-displacement response, stiffness, load capacity and failure mechanism. The results show that the contribution of the strengthening system to the increase of the load carrying capacity and ductility. Finally, analytical model is proposed and compared with experimental results
KeywordAnalytical Study Diagonal Compression Test Masonry Strengthening Steel Reinforced Grout (SRG)
URLView the original
Language英語English
The Source to ArticlePB_Publication
PUB ID35369
Document TypeJournal article
CollectionSTANLEY HO EAST ASIA COLLEGE
Recommended Citation
GB/T 7714
Wang, X.,Lam, C. C.,Iu, V. P.,et al. Experimental and Analytical Investigation of Steel Reinforced Grout (SRG) Strengthened Masonry Panels[J]. Key Engineering Materials, 2017, 226-233.
APA Wang, X.., Lam, C. C.., Iu, V. P.., & Kou, K. P. (2017). Experimental and Analytical Investigation of Steel Reinforced Grout (SRG) Strengthened Masonry Panels. Key Engineering Materials, 226-233.
MLA Wang, X.,et al."Experimental and Analytical Investigation of Steel Reinforced Grout (SRG) Strengthened Masonry Panels".Key Engineering Materials (2017):226-233.
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