Energy Method Solution for the Vertical Deformation of Longitudinally Coupled Prefabricated Slab Track

Table 3

Relationship among the amplitude of the initial misalignments, most unfavorable half-wavelength, and temperature force.

Number	/m	/m	/m	l/m	/N
1	0.002	0.002	0.004	6.178492	15383377
2	0.0025	0.0025	0.005	6.53296	13759310
3	0.003	0.003	0.006	6.837626	12560475
4	0.0035	0.0035	0.007	7.106275	11628740
5	0.004	0.004	0.008	7.347507	10877690
6	0.0045	0.0045	0.009	7.567077	10255585
7	0.005	0.005	0.01	7.769043	9729302