In values are also really is relatively gentle as a data in the redis a

In values are also really is relatively gentle as a data in the redis a slight reduce trend from the a slight increase in close. As shown within the whole. There rectangle in Figure 12a,b, there is pile top towards the pile bottom. The results cmthe verification test show that the distribution with the strain close to the both data about 11 of away in the pile best. The reason is as shown in Figure 13, pile bottomis welded with abetween internet and net and also the pile leading, resultingincreases and model pile at the junction stiffener 11 cm away from web and flange 1st inside the trans-Ned 19 web optical fiber 11 cm away from the pile prime of your strain close to the stiffener. At this time, the optical then decreases; the sharp raise becoming jacked up bythe pile bottom around the flange edge is fiber in this section does not fit closely with all the pile body, plus the snowflake optical steel brought on by the test error, they may be not the actual deformation ofthe strain of your shaped fiber in this section deviates from the actual anxiety with the pile. sheet pile.Optical fiber strain ()40 20 0 -100N 200N 300N 400N 500N 600Npile toppile bottom 1-1 1-pile toppile bottom 1-U-shapeU-shapeLead wire segment-40 200(a)Figure 11. Cont.Valid information segment300 350Fiber Avasimibe Acyltransferase length (cm)Sensors 2021, 21, FOR Sensors 2021, 21, x 7062 PEER REVIEW11 11 of 18 ofStrain ()-10 0 5 10 0 10 20Pile length (cm)15 20 25 30(b)100N 200N 300N 400N 500N 600NStrain ()-10 0 five ten 0 ten 20Pile length (cm)15 20 25 30(c)100N 200N 300N 400N 500N 600NFigure 11. Cont.Sensors 2021, 21, FOR Sensors 2021, 21, x 7062 PEER REVIEW12 12 of 18 ofStrain ()-10 0 five 10 0 10 20Pile length (cm)15 20 25 30(d)100N 200N 300N 400N 500N 600NSensors 2021, 21, 0 x FOR PEER Review 13 of 18 Sensors 2021, 21, 13 of 1-1: strain of pile shaft in the junction among internet and internet; (c) 1-2: strain of pile shaft in the junctionFigure 11. Test outcomes with out sand filling. (a) TheThe raw data of optical fiber without the need of sand filling; Figure 11. Test outcomes with out sand filling. (a) raw information of optical fiber with no sand filling; (b) (b) 1-1: strain of pile shaft in the junction among net and internet; (c) 1-2: strain of pile shaft at the amongst net and flange; (d):1-3: strain of pile shaft on flange edge. junction among net and flange; (d):1-3: strain of pile shaft on flange edge.four.five. Strain Distribution of Pile ShaftThe following is often a detailed evaluation on the strain distribution traits in the -5 0 5 ten 15 20 effective section from the pile at diverse positions. Figure 12 shows the strain distribution 0 of pile shaft at the junction among web and internet beneath two groups of diverse layout approaches. They’re the information of No. 1 optical fiber net and web junction and No. two optical fiber. It5 can be seen from the figure that using the boost with the pile top load, the strain at 100N the same position in the pile shaft is escalating. Below the same load, in S-shape layout, 200N the strain of pile shaft decreases in the array of 0 25 cm. In 1-shape layout, the strain of 300N 10 pile shaft decreases within the range of 0 27 cm. The strain variation law of the two groups in 400N their respective lowered sections is generally the exact same, plus the strain values are also pretty 500N close. 15 shown inside the information inside the red rectangle in Figure 12a,b, there is a slight boost As 600N in each information about 11 cm away in the pile major. The explanation is as shown in Figure 13, the model pile is welded with a stiffener 11 cm away in the pile best, resulting in the optical 20 fiber 11 cm away from th.