Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG

Nine push-out specimens of H-shaped steel with gypsum cover (HSG) are designed to study the bond-slip behavior between steel and gypsum in steel grid frame filling with cast-in-situ gypsum (SGFCG). Three main factors including gypsum compression strength (fcu), gypsum cover thickness (Cs), and steel...

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Main Authors: Tao Sun, Kejian Ma, Zhihua Chen, Jin Chen, Yuhao Zhu
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Journal of Engineering
Online Access:http://dx.doi.org/10.1155/2020/8738754
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author Tao Sun
Kejian Ma
Zhihua Chen
Jin Chen
Yuhao Zhu
author_facet Tao Sun
Kejian Ma
Zhihua Chen
Jin Chen
Yuhao Zhu
author_sort Tao Sun
collection DOAJ
description Nine push-out specimens of H-shaped steel with gypsum cover (HSG) are designed to study the bond-slip behavior between steel and gypsum in steel grid frame filling with cast-in-situ gypsum (SGFCG). Three main factors including gypsum compression strength (fcu), gypsum cover thickness (Cs), and steel-gypsum connected length (la) are considered. It is shown by the test results that the ultimate average bond strength is within [0.333–0.456] MPa, and the residual strength is about 90–98% of the ultimate strength. Both gypsum cover thickness and steel-gypsum connected length have evident influence on the bond strength, while the effect of gypsum compression strength is not obvious. Based on the test data, the formulas of average bond strength characteristics (τs¯, τu¯, and τr¯) and slip characteristics (Su and Sr) are established by statistical fitting. Furthermore, the bond-slip constitutive relationship (τ¯−S) is recommended.
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institution Kabale University
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language English
publishDate 2020-01-01
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series Journal of Engineering
spelling doaj-art-06189397f88c46e0b39a7426bf0c193e2025-02-03T06:06:54ZengWileyJournal of Engineering2314-49042314-49122020-01-01202010.1155/2020/87387548738754Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCGTao Sun0Kejian Ma1Zhihua Chen2Jin Chen3Yuhao Zhu4Military Installation Department, Army Logistic University of PLA, Chongqing 401331, ChinaThe Spatial Research Center of Guizhou University, Guiyang 550003, ChinaCivil Engineering School of Tianjin University, Tianjin 300072, ChinaMilitary Installation Department, Army Logistic University of PLA, Chongqing 401331, ChinaMilitary Installation Department, Army Logistic University of PLA, Chongqing 401331, ChinaNine push-out specimens of H-shaped steel with gypsum cover (HSG) are designed to study the bond-slip behavior between steel and gypsum in steel grid frame filling with cast-in-situ gypsum (SGFCG). Three main factors including gypsum compression strength (fcu), gypsum cover thickness (Cs), and steel-gypsum connected length (la) are considered. It is shown by the test results that the ultimate average bond strength is within [0.333–0.456] MPa, and the residual strength is about 90–98% of the ultimate strength. Both gypsum cover thickness and steel-gypsum connected length have evident influence on the bond strength, while the effect of gypsum compression strength is not obvious. Based on the test data, the formulas of average bond strength characteristics (τs¯, τu¯, and τr¯) and slip characteristics (Su and Sr) are established by statistical fitting. Furthermore, the bond-slip constitutive relationship (τ¯−S) is recommended.http://dx.doi.org/10.1155/2020/8738754
spellingShingle Tao Sun
Kejian Ma
Zhihua Chen
Jin Chen
Yuhao Zhu
Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG
Journal of Engineering
title Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG
title_full Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG
title_fullStr Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG
title_full_unstemmed Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG
title_short Experimental Study on Bond-Slip Behavior between H-Shaped Steel and Gypsum Cover in SGFCG
title_sort experimental study on bond slip behavior between h shaped steel and gypsum cover in sgfcg
url http://dx.doi.org/10.1155/2020/8738754
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