By L C Hollaway
Over the last 3 a long time complex polymer composites have emerged as an enticing building fabric for brand new constructions and the strengthening/rehabilitation of latest constructions and bridges. The recommendations linked to the know-how, research and layout of polymer composites in building are constantly being researched and the development made with this intriguing fabric will proceed at an ever- expanding cost to fulfill the calls for of the development undefined. This quantity of complaints is from the second one ACIC 2004 foreign convention, which occupied with the appliance and additional exploitation of complex composites in building. The convention allowed working towards engineers, asset managers, researchers and consultant of regulatory our bodies to advertise the lively trade of clinical and technical details at the quickly altering scene of complicated composites in development. This quantity makes a speciality of the presentation of recent ideas, thoughts and case experiences, in order to result in higher exploitation of complicated polymer composites and FRP fabrics for civil engineering infrastructure, rehabilitation and renewal.
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Additional info for Advanced Polymer Composites for Structural Applications in Construction: ACIC 2004
APPLICATION TO A FRP REHABILITATED STRUCTURE Rehabilitation of bridge decks with fiber reinforced polymer (FRP) composites is becoming a popular alternative to traditional repair methodologies, such as bonding of steel plates, concrete overlay, or shortening of slabs. However, the Although durability is a major issue, evaluation of the effect of rehabilitation with FRP on an actual bridge structure is rarely addressed. In order to validate the change in a system due to rehabilitation and subsequent environmental degradation of the FRP composites in the field, a global nondestructive evaluation procedure is necessary, which can assess changes in the system over time and ultimately, the change in capacity of the system.
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Also, strain gages were be attached at the mid-span of the two central girders (3 and 4), which are considered to be subject to more vehicular load than other girders and hence will exhibit more shear deformation. Linear potentiometers were also placed at mid-span of the two central girders to measure deflections in each span. Data is transmitted over an extensive High Perfonnance Wireless Research and Education Network (HPWREN) already in place in southern California. It provides TCPIIP based network access with up to 45 Mbps backbone transfer rate and up to 115 Kbps transfer rate to remote nodes like the Kings Stormwater Channel bridge site.
Advanced Polymer Composites for Structural Applications in Construction: ACIC 2004 by L C Hollaway