Sentence examples for systems for concrete from inspiring English sources

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

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.

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.

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.

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.

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.

In an effort to resolve these issues, the Japanese Industrial Standards (JIS), formed to establish the standards used for industrial activities in Japan, amended the standards for recycled aggregates in order to expand the distribution of recycled aggregates generated from concrete waste in Japan, and there have been advances in the recycling system for concrete (Choi et al. 2012).

In this paper, a new composite system for concrete structures, i.e. inorganic polymer concrete column (IPCC) reinforced with basalt FRP bars, which combines the outstanding features of inorganic polymer concrete (IPC) and basalt reinforcement such as good corrosion resistance and fire resistance was proposed.