Advances in Civil Engineering / 2016 / Article / Tab 1

Research Article

Postheated Model of Confined High Strength Fibrous Concrete

Table 1

Properties of specimens.

SpecimensExposure
temperatures
(°C)
(MPa)Longitudinal steel Transverse steel Fibre volume fraction (%)
Number & diameter
(mm)
(MPa)Dia.
(mm)
Spacing
(mm)
(%) (MPa)SFPP

CBH, CB2H, CB3H, CB4H, CB5H, CB6H, CB8HAmbient, 200, 300,
400, 500, 600, 800
71.366Nos 86506422.26510
CCH, CC2H, CC3H, CC4H, CC5H, CC6H, CC8HAmbient, 200, 300,
400, 500, 600, 800
71.926Nos 86506422.265101
CDH, CD2H, CD3H, CD4H, CD5H, CD6H, CD8HAmbient, 200, 300,
400, 500, 600, 800
71.836Nos 86506422.265100.1
CEH, CE2H, CE3H, CE4H, CE5H, CE6H, CE8HAmbient, 200, 300,
400, 500, 600, 800
71.686Nos 86506422.26510
CFH, CF2H, CF3H, CF4H, CF5H, CF6H, CF8HAmbient, 200, 300,
400, 500, 600, 800
71.116Nos 86506422.265101.5
CGH, CG2H, CG3H, CG4H, CG5H, CG6H, CG8HAmbient, 200, 300,
400, 500, 600, 800
71.186Nos 86506422.265100.2

We are committed to sharing findings related to COVID-19 as quickly and safely as possible. Any author submitting a COVID-19 paper should notify us at help@hindawi.com to ensure their research is fast-tracked and made available on a preprint server as soon as possible. We will be providing unlimited waivers of publication charges for accepted articles related to COVID-19. Sign up here as a reviewer to help fast-track new submissions.