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Which risk increases after poor welding practices on high-strength steel bridge support beams?

A)Hydrogen-induced cracking at weld joints
B)Galvanic corrosion between dissimilar metals
C)Erosion from increased wind turbulence
D)Buckling due to inadequate beam support

💡 Explanation

After poor welding, hydrogen-induced cracking occurs because atomic hydrogen diffuses into the weld metal and heat-affected zone, embrittling the steel and causing cracks. Therefore, hydrogen-induced cracking results, rather than galvanic corrosion, erosion, or buckling, which arise from different material pairings, environmental conditions, and structural deficiencies, respectively.

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