🕔 Call For Paper — Vol. 13 | Issue 10 | October-2026 | Deadline: 26-Oct-2026
Track Paper Submit Paper Home
📢 NOTICE
DOI will be assigned to every published paper at no additional charge. 📢 Call for Papers — Volume 13, Issue 10 (October 2026) | Submission Deadline: October 26, 2026 | Rapid peer review: 2–3 days | Impact Factor: 7.37 (SJIF 2026)

Paper Details

📄 IJAERD-OJS-3508

ENHANCING THE PROPERTIES OF R.C.C. STRUCTURES AGAINST FIRE

Author(s):ABHISHEK KUMAR SINGH
Institution:BRCM College, Haryana, India
Published In:Vol. 4, Issue 8 — August 2017
Page No.:387-394
Domain:Engineering
Type:Research Paper
ISSN (Online):2348-4470
ISSN (Print):2348-6406
Abstract

Fires are caused out of the blue, energy sources or natural means that, however the bulk of fires in buildingsare caused by human error. Once a hearth starts and therefore the contents and/or materials during a building are burning,then the hearth spreads via radiation, convection or physical phenomenon with flames reaching temperatures of between600°C and 1200°C. Damage is caused by a mix of the consequences of smoke and gases, that are emitted from burningmaterials, and therefore the effects of flames and high air temperatures. Concrete doesn't burn – it can't be ‘set on hearth’like different materials during a building and it doesn't emit any venomous fumes once stricken by fire. It'll additionally notmanufacture smoke or drip liquified particles, in contrast to some plastics and metals, thus it doesn't boost the hearth load.For these reasons concrete is claimed to own a high degree of fireside resistance and, within the majority of applications,concrete is delineate as nearly ‘fireproof’. This glorious performance is due within the main to concrete’s constituentmaterials (i.e. cement and aggregates) that, once with chemicals combined inside concrete, type a material that is basicallyinert and, significantly for hearth safety style, features a comparatively poor thermal conduction. it's this slow rate of warmthtransfer (conductivity) that allows concrete to act as an efficient hearth defend not solely between adjacent areas, howeveradditionally to guard itself from hearth harm. The speed of increase of temperature through the cross section of a concretepart is comparatively slow so internal zones don't reach constant high temperatures as a surface exposed to flames. a typicalISO 834/BS 476 hearth take a look at on 160 mm wide x 300 mm deep concrete beams has shown that, once one hour ofexposure on 3 sides, whereas a temperature of 600°C is reached at 16 mm from the surface, this worth halves to only 300°Cat 42 mm from the surface – a gradient of three hundred degrees in regarding an in. of concrete! Even once a protractedamount, the interior temperature of concrete remains comparatively low; this allows it to retain structural capability andhearth shielding properties as a separating part.

🗎 Download PDF 🏆 Get Certificate
🕮 How to Cite

ABHISHEK KUMAR SINGH, “ENHANCING THE PROPERTIES OF R.C.C. STRUCTURES AGAINST FIRE”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 8, pp. 387-394, August 2017.

Related Papers

📄 Submit Your Paper

Open Access • Peer Reviewed • CrossRef DOI
UGC Approved • Monthly Publication

Submit Now →
📅 Submission Deadline
26 Oct 2026
Vol. 13 | Issue 10
October-2026