A study on the behavior of composite concrete and open web steel joists

Abstract EN

In this research, the results of three composite open web steel joist static tests are presented along with the results of companion pushout tests.

The effect of shear connection degree and span-to-depth ratio on the behavior of composite open web joists under distributed static loading is reviewed and discussed, followed by a comparison of results of the shear stud strength from push-out tests, back-calculated from the ultimate capacity of the composite joist tests, and to the provisions in the AISC, EC4, NZS, SJI, and BS5950.

Specimen test results of the studied span-to-depth ratios showed that the load-deflection behavior was similar toultimate capacity difference less than 10% , but they experienced different failure modes and deflection.

And when the test results were compared based on the shear connection degree, they revealed that the composite open web joist designed with partial shear connection suffered from severe deformation and deflection accompanied with higher ultimate static tests are presented along with the results of companion pushout tests.

The effect of shear connection degree and span-to-depth ratio on the behavior of composite open web joists under distributed static loading is reviewed and discussed, followed by a comparison of results of the shear stud strength from push-out tests, back-calculated from the ultimate capacity of the composite joist tests, and to the provisions in the AISC, EC4, NZS, SJI, and BS5950.

Specimen test results of the studied span-to-depth ratios showed that the load-deflection behavior was similar toultimate capacity difference less than 10% , but they experienced different failure modes and deflection.

And when the test results were compared based on the shear connection degree, they revealed that the composite open web joist designed with partial shear connection suffered from severe deformation and deflection accompanied with higher ultimate capacity.