Mechanical Behavior of Sustainable Hybrid-Synthetic Fiber Reinforced Cellular Light Weight Concrete for Structural Applications of Masonry
Rasheed, Mohammad Abdur (2016) Mechanical Behavior of Sustainable Hybrid-Synthetic Fiber Reinforced Cellular Light Weight Concrete for Structural Applications of Masonry. Masters thesis, Indian Institute of Technology Hyderabad.
Text
CE13M1024.pdf - Submitted Version Restricted to Registered users only until 2 August 2019. Download (3MB) | Request a copy |
Abstract
Cellular light weight concrete (CLC) masonry has gained tremendous popularity in recent decades owing to its sustainability, density, low thermal conductivity and use of less mortar joints. The objective of this study is to develop a high performance fiber reinforced cellular concrete to provide a better alternative than aerated autoclaved concrete blocks for structural applications of masonry. Use of micro-fibers (Fibrillated) enhances pre- cracking behavior of masonry by arresting cracks at micro -scale, while Macro (structural) fibers induce ductile behavior in post-peak region by arresting the crack propagation soon after the crack initiation. In particular, the mechanical behavior of CLC cylinders under pure compression, CLC blocks under flexure and CLC masonry prisms under compression with and without polyolefin structural fiber reinforcement as well as hybrid fiber reinforcement is investigated.
IITH Creators: |
|
||
---|---|---|---|
Item Type: | Thesis (Masters) | ||
Uncontrolled Keywords: | Cellular light weight concrete, sustainability, Compression, Macro-fibers, TD689 | ||
Subjects: | Civil Engineering > Soil Structure Interaction | ||
Divisions: | Department of Civil Engineering | ||
Depositing User: | Library Staff | ||
Date Deposited: | 04 Aug 2016 04:22 | ||
Last Modified: | 04 Aug 2016 04:22 | ||
URI: | http://raiithold.iith.ac.in/id/eprint/2599 | ||
Publisher URL: | |||
Related URLs: |
Actions (login required)
View Item |
Statistics for this ePrint Item |