Effect of Elevated Temperature on Microstructural and Durability Properties of High-Strength Concrete-Containing Eggshell

Table 7

Major peaks of ESP sample result (calculated using OriginPro 2019 software).

Peak ID	Peak row	Peak X	Peak Y	Peak height from baseline	Peak area	FWHM
Peak 2	3,095	337.3	3.9	7.26	925.281	88.61941
Peak 3	3,341	362.6	3.62	6.98	34.1115	2.92605
Peak 4	4,375	469.1	6.08	9.44	881.3205	102.48162
Peak 5	6,265	657.3	11.3	14.66	2335.0475	173.93667

Source: Own work, 2022.