A Numerical Study on the Influence of Bolt Corrosion on the Long-Term Behavior of Steel–Concrete Composite Beams

Table 4

Deflection relationship for the same load at different corrosion rates.

Long-term loading (kN)	Levels of anchor bolt corrosion	Loading duration (days)
		20	50	75	100	125	150	175	200	225
20	5%	0.32	0.68	0.9	1	1.07	1.09	1.1	1.12	1.14
	15%	0.55	0.93	1.01	1.1	1.14	1.16	1.18	1.19	1.21
	Increase	169.35%	135.96%	112.45%	109.82%	106.53%	106.37%	106.72%	106.25%	105.42%
30	5%	0.45	0.95	1.25	1.41	1.49	1.51	1.53	1.56	1.59
	15%	0.79	1.36	1.49	1.56	1.6	1.63	1.67	1.69	1.7
	Increase	175.54%	143.27%	119.11%	110.28%	107.46%	108.21%	108.53%	108.33%	107.17%
40	5%	0.57	1.2	1.58	1.8	1.89	1.91	1.94	1.97	2.01
	15%	1.06	1.84	2.01	2.1	2.16	2.21	2.25	2.28	2.3
	Increase	187.40%	152.95%	127.16%	116.67%	114.72%	115.52%	115.86%	115.65%	114.41%
50	5%	0.68	1.43	1.88	2.15	2.24	2.27	2.31	2.35	2.4
	15%	1.19	2.19	2.62	2.88	3	3.02	3.06	3.1	3.15
	Increase	176.49%	152.86%	138.89%	134.23%	133.54%	132.73%	132.40%	132.07%	131.41%