Experimental Study on Structural Performance of Cast-in-Place Frame Printed Concrete Wall

International Journal of Concrete Structures and Materials

Table 6 Column longitudinal reinforcement strain data table (\(\mu \varepsilon\))

H (mm)	φ
H (mm)	1/1000	1/500	1/250	1/150
(a) Specimen 1 column longitudinal bar strain data (\(\mu \varepsilon\))
1200	− 195.28	− 520.49	− 1030.52	− 1626.37
850	− 91.95	− 267.83	− 478.34	− 860.58
400	106.31	308.15	539.2	1038.73
50	203.58	704.32	1540.37	3244.72
(b) Specimen 2 column longitudinal bar strain data (\(\mu \varepsilon\))
1200	− 105.07	− 370.27	− 722.16	− 1576.02
850	− 49.4	− 198.4	− 366.28	− 730.58
400	50.91	230.05	446.05	924.6
50	125.3	603.58	1492.18	2680.47
(c) Specimen 3 column longitudinal bar strain data (\(\mu \varepsilon\))
1200	− 10.87	− 59.46	− 250.01	− 640.73
850	− 4.54	− 23.84	− 116.29	− 264.28
400	5.22	27.48	123.57	309.7
50	19.11	159.46	567.93	1278.45