The ductility of beams reinforced with FRP bars are the major concern because of the linear elastic behavior up to rupture without yielding of FRP materials.
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Inspection of Underwater Concrete Structures -Methods, Types and Purpose
Inspection of underwater concrete structures is required for maintenance and repair works. Methods, types and objectives of underwater concrete structure inspection is discussed.
Types of Openings in Walls, its Parts and Types of Lintels and Arches for Openings
Types of openings in walls, its parts and types of lintels and arches for openings with regard to stability and strength of the wall is discussed. The size of openings (windows and doors) in both solid walls and cavity walls ...
Measures to Prevent Retaining Wall Distress and Failures
Various measures to prevent retaining wall distress and failures shall be taken for safety and stability. Methods to prevent distress in retaining wall is discussed.
How to Control Deflection of Reinforced Concrete Beams and Slabs?
In most cases design of reinforced concrete beams and slabs is governed by deflection rather than strength. Various measures to control deflections of RCC beams and slabs are explained in this article.
Strengthening of RCC Beams in Shear using Externally Bonded FRP Plates or Strips
Strengthening of reinforced concrete beams with FRP reinforced systems (FRP plate or strips) have been utilize from around 1980s. FRP systems can be used for increasing shear strength of reinforced concrete beams by completely or partially wrapping FRP systems around ...
Soldier Pile Retaining Wall – Components and Design
Soldier pile wall consists of steel beams and is used to retain earth backfill temporarily at construction sites. Components and design of soldier pile retaining wall is discussed.
Functional Requirements of Floors in Building Construction
Floors in buildings provide strong level surface to support occupants, furnitures, and other equipments. There are various functional requirements of floors which are discussed in this article.