Sentence examples for system for concrete from inspiring English sources

Based on microcapsule technology, a new type of self-healing system for concrete materials was created, which mainly focuses on the corrosion protection of steel bars.

This paper reports on a feasibility study to develop a reversible and potentially fire-resistant fiber reinforced cement-based matrix (FRC) composite system for concrete confinement applications.

The paper describes mechanical properties, self-healing capacity and bonding behaviour of a sustainable bio-based mortar repair system for concrete.

This paper presents the findings of an experimental investigation into a novel FRP stay-in-place (SIP) structural formwork system for concrete slabs with particular emphasis on its ability to exhibit ductility.

This study demonstrates the effectiveness of an RFID-based quality management application called the RFID-based Quality Inspection and Management (RFID-QIM) System for concrete specimen inspection and management to enhance automated data collection and information management in a quality test lab.

To mitigate the corrosion problem caused by steel reinforcement, a study was initiated to develop a nonferrous hybrid reinforcement system for concrete beams by incorporating continuous fiber-reinforced-polymer (FRP) rebar and fiber-reinforced-concrete (FRC) containing randomly distributed polypropylene fibers.

Fiber reinforced polymer (FRP) retrofit systems for concrete structures have been widely used, and studies on their short-term debonding behavior have been extensively conducted.

This paper presents a numerical plane Finite Element (FE) model for use in simulating the behaviour of different types of Near Surface Mounted (NSM) Fibre Reinforced Plastic (FRP) strengthening systems for concrete elements.

Currently, research about the behavior of SRP strengthening systems for concrete structures is evolving but further systematic and comprehensive studies are still needed to ensure the consistency and reliability of the studies performed to date.

Design of intumescent protection systems for concrete filled structural steel hollow (CFS) sections in the UK typically requires three input parameters in practice: (1) a required fire resistance rating; (2) and 'effective' section factor; and (3) a limiting steel temperature for the hollow structural section.

Robotic rehabilitation systems for concrete repair and automatically filling the delamination inside bridge decks have also been reported in (Chanberlain and Gambao 2002).