Dowel Behavior of Rebars in Small Concrete Block for Sliding Slab Track on Railway Bridges

Table 4

Comparison on the maximum dowel force.

Specimen	Test	Soroushian et al.	Randle (detailed)	Randle (simple)	MC10
NC-N13-200	39.3	21.1	26.4	25.8	27.7
NC-N19-150	47.4	48.3	60.3	58.2	63.2
NC-N19-200	51.2	48.3	60.3	58.2	63.2
NC-N19-250	56.0	48.3	60.3	58.2	63.2
NC-N25-200	70.6	84.7	107.1	101.4	112.2
NC-H13-200	46.4	26.5	31.3	29.3	32.8
NC-H19-200	55.6	57.3	67.4	64.0	70.7
NC-H25-200	73.5	100.9	119.2	111.6	125.0
HC-N13-200	65.8	24.6	38.0	44.2	40.2
HC-N19-200	66.1	53.9	87.6	95.9	91.8
HC-N25-200	99.8	92.4	155.4	164.1	162.9
HC-H13-200	60.8	30.0	45.4	47.9	46.2
HC-H19-150	81.6	62.9	97.9	102.1	102.6
HC-H19-200	85.2	62.9	97.9	102.1	102.6
HC-H19-250	77.5	62.9	97.9	102.1	102.6
HC-H25-200	99.1	108.7	173.1	175.1	181.5
NC-N19-200-2	54.5	48.3	60.3	58.2	63.2
NC-N19-200-2.5	62.7	48.3	60.3	58.2	63.2

Unit: kN.