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Case Studies in Construction MaterialsGrouted sleeve connection is the widely used method for the connection of stressed steel reinforcement bars in precast concrete structure. The reliability of the connection depends on the bond strength between the steel bars and the grouting materials ...
Yong Zhao +3 more
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Comparative Investigation of the Tensile Strength of Steel Bars With and Without Couplers [PDF]
E3S Web of ConferencesConnection in reinforced concrete is unavoidable due to limited length of steel. As known the maximum length of steel 12 metres and used for beams, columns, plates, foundations, etc. Sometimes several buildings use long spans between column to column for
Darma Eko +2 more
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Вплив полів розмагнечення на механізми генерування магнетопружної акустичної емісії у феромагнетних матеріалах [PDF]
, 2017 Magnetoelastic acoustic emission (MAE) has been measured from a Ni bar and a steel bar of various thickness. The magnetiziting field was produced by a c-core electromagnet, which was separated from the specimen surface by a nonmagnetic spacer layer ...
Коблан, І. М. +2 more
core
Experimental Research on the Bond Performance between SMAF-ECC Composites and Steel Bar. [PDF]
Materials (Basel), 2023 Yang Z, Li S, Gao F, Wang R.
europepmc +1 more source
A Comparison of the Bond Characteristics in Conventional and Self-Compacting Concrete, Part II: Code Provisions and Empirical Equations [PDF]
, 2011 Self-compacting concrete (SCC) is a highly workable concrete that flows through complex structural elements under its own weight. It is cohesive enough to fill the spaces of almost any size and shape without segregation or bleeding. This makes SCC become
Aslani, F, Nejadi, S
core
Active SMA Fibers' Effect on the Pullout Behavior of a Steel Bar Embedded in Concrete. [PDF]
Materials (Basel), 2023 Choi E, Nhan BT, Choi J.
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Model coupling friction and adhesion for steel-concrete interfaces
, 2009 The interface behaviour between steel and concrete, during pull-out tests, is numerically investigated using an interface model coupling adhesion and Coulomb friction. This model, first developed by Raous, Cang\'emi, Cocou and Monerie (RCCM), is based on
Karray, M'hamed Ali, Raous, Michel
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Teshugang, 2013 In view of the problem of insufficient capacity of cooling bed with increasing output of rolling mill products, the through-water cooling unit for rolled bar is installed. Production results show that for HRB335 Φ16 mm hot-rolled ribbed steel bar (/%: 0.
焦国利, 刘霞, 何文萍
doaj
Journal of Materials Research and TechnologyProducing steel bars with higher strength grades is an effective measure to ensure building safety, but achieving a coordinated improvement in the strength and toughness of steel bars is also a challenge.
Huande Chen +5 more
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Axial Compressive Behavior of Cross-Shaped CFST Stub Columns with Steel Bar Truss Stiffening. [PDF]
Materials (Basel), 2023 Tao Y +5 more
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