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ABSTRAK
Distortion-induced fatigue cracking has occurred in many types of steel bridge structures, especially welded structures where high local stresses exit. This research experimentally investigates the fatigue cracking behaviors around the web gap of welded I-Beam. A total of nine specimens in three series of experiments were tested under constant cyclic loading to observe the cracking behaviors that include crack initiation, crack propagation, and final failure. The test results show that the cracks initates along ...
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Asean University Network,
620 AEJ
Majalah, Jurnal, Buletin Universitas Indonesia Library
