Experimental study on shear resistance of stainless steel tie members of single-sided composite shear wall
In order to study the shear performance of stainless steel tie members of single-sided composite shear wall,four bilateral shear specimens were made by using three kinds of tie members with different anchorage ends.Unidirectional loading tests were carried out considering the construction stage and the use stage respectively.The failure mode and bearing capacity of the specimens were studied.The test results show that the shear performance of stainless steel tie members is good,and the concrete anchorage failure occurs in all specimens.The anchorage end has no significant effect on the shear capacity performance of specimens.The calculation model of shear bearing capacity was established,and the shear bearing capacity of the specimen was calculated.The calculated theoretical value is in good agreement with the experimental value,and has a certain safety reserve,which can meet the requirements of engineering design.
single-sided composite shear wallshear performancestainless steel tie memberexperimental study
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