Fiber-Reinforced concrete slabs :reliability analysis and calibration of strength reduction factors = الألواح الخرسانية المعززة بالألياف : تحليل الموثقية و معايرة عوامل تخفيض المقاومة
Linked Agent
Al-Toubat, Salah., Thesis advisor
Barakat, Samer Abdullah, 1963-, Thesis advisor
Alternative Title
الألواح الخرسانية المعززة بالألياف : تحليل الموثقية و معايرة عوامل تخفيض المقاومة
Date Issued
2020
Language
English
Keyword
Thesis Type
Thesis
Abstract
In this research, the strength reduction factors in the Load and Resistance Factor Design (LRFD) format were calibrated for use in the design of Fiber Reinforced Concrete Slabs (FRCS). This work has targeted two structural applications, namely slabs-on-ground and suspended slabs. Two failure modes (flexure and punching shear) are considered in accordance with the relevant ACI design documents prepared by ACI 360 and ACI 544 committees and the ACI-318 design provisions.
Note
Thesis Submitted in Partial Fulfillment of the Requirements for the Degree of Master of Science in Civil Engineering, University of Sharjah, Fall, 2020.
Category
Theses
Library of Congress Classification
TA444 .A933 2020eb
Local Identifier
b12888345
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