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A platform for research: civil engineering, architecture and urbanism
Full-scale load tests of Pearl-Chain arches
https://orcid.org/0000-0001-9293-5695
https://orcid.org/0000-0002-8916-7661
HighlightsPearl-Chain arches are post-tensioned together and tested to failure.Adjacent Pearl-Chain arches deflect similarly when loaded on one arch only.At 84–94% of the failure load the arches showed cracking and spalling.Plastic hinges formed at the 3/8 and 5/8 points when approaching max loading.Decks showed concentration of strains in areas of light aggregate concrete blocks.
AbstractA full-scale load test is made of two Pearl-Chain (PC) concrete arches in order to evaluate the structural response and assess the design safety. Pearl-Chain structures and Pearl-Chain arches are invented and patented at the Technical University of Denmark.PC-Arches consist of specially designed, pre-fabricated, composite, lightweight, concrete deck elements (SL-Decks), that are post-tensioned together into an arch shape. The two Pearl-Chain arches, each with a span of 13m and a rise of 1m, were placed on a post tensioned bearing plate prepared in advance. The aches are tested with load control by applying a gravity load to a quarter point of the span since a single load in the quarter point is found to be the decisive load case for an analytical design of such relatively short bridges. The test is completed in two tempi in order to determine the behavior of an arch formed with SL-Decks: First an investigation of the system’s elastic response (maximum load of 648kN), and second a demonstration of its collapse mechanism and ultimate capacity (maximum load of 970kN).The full-scale test showed formation of plastic hinges and clear warning signs are observed at 84% of the failure load. The ultimate, experimental load capacity is 14% higher than the calculated mainly due to the assumed static system used for the calculation.In addition to the full-scale test bridge the first ever permanent PC-Bridge is erected in Denmark in 2015.
Full-scale load tests of Pearl-Chain arches
https://orcid.org/0000-0001-9293-5695
https://orcid.org/0000-0002-8916-7661
HighlightsPearl-Chain arches are post-tensioned together and tested to failure.Adjacent Pearl-Chain arches deflect similarly when loaded on one arch only.At 84–94% of the failure load the arches showed cracking and spalling.Plastic hinges formed at the 3/8 and 5/8 points when approaching max loading.Decks showed concentration of strains in areas of light aggregate concrete blocks.
AbstractA full-scale load test is made of two Pearl-Chain (PC) concrete arches in order to evaluate the structural response and assess the design safety. Pearl-Chain structures and Pearl-Chain arches are invented and patented at the Technical University of Denmark.PC-Arches consist of specially designed, pre-fabricated, composite, lightweight, concrete deck elements (SL-Decks), that are post-tensioned together into an arch shape. The two Pearl-Chain arches, each with a span of 13m and a rise of 1m, were placed on a post tensioned bearing plate prepared in advance. The aches are tested with load control by applying a gravity load to a quarter point of the span since a single load in the quarter point is found to be the decisive load case for an analytical design of such relatively short bridges. The test is completed in two tempi in order to determine the behavior of an arch formed with SL-Decks: First an investigation of the system’s elastic response (maximum load of 648kN), and second a demonstration of its collapse mechanism and ultimate capacity (maximum load of 970kN).The full-scale test showed formation of plastic hinges and clear warning signs are observed at 84% of the failure load. The ultimate, experimental load capacity is 14% higher than the calculated mainly due to the assumed static system used for the calculation.In addition to the full-scale test bridge the first ever permanent PC-Bridge is erected in Denmark in 2015.
Full-scale load tests of Pearl-Chain arches
https://orcid.org/0000-0001-9293-5695
https://orcid.org/0000-0002-8916-7661
HighlightsPearl-Chain arches are post-tensioned together and tested to failure.Adjacent Pearl-Chain arches deflect similarly when loaded on one arch only.At 84–94% of the failure load the arches showed cracking and spalling.Plastic hinges formed at the 3/8 and 5/8 points when approaching max loading.Decks showed concentration of strains in areas of light aggregate concrete blocks.
AbstractA full-scale load test is made of two Pearl-Chain (PC) concrete arches in order to evaluate the structural response and assess the design safety. Pearl-Chain structures and Pearl-Chain arches are invented and patented at the Technical University of Denmark.PC-Arches consist of specially designed, pre-fabricated, composite, lightweight, concrete deck elements (SL-Decks), that are post-tensioned together into an arch shape. The two Pearl-Chain arches, each with a span of 13m and a rise of 1m, were placed on a post tensioned bearing plate prepared in advance. The aches are tested with load control by applying a gravity load to a quarter point of the span since a single load in the quarter point is found to be the decisive load case for an analytical design of such relatively short bridges. The test is completed in two tempi in order to determine the behavior of an arch formed with SL-Decks: First an investigation of the system’s elastic response (maximum load of 648kN), and second a demonstration of its collapse mechanism and ultimate capacity (maximum load of 970kN).The full-scale test showed formation of plastic hinges and clear warning signs are observed at 84% of the failure load. The ultimate, experimental load capacity is 14% higher than the calculated mainly due to the assumed static system used for the calculation.In addition to the full-scale test bridge the first ever permanent PC-Bridge is erected in Denmark in 2015.
Full-scale load tests of Pearl-Chain arches
Halding, Philip S. (author) / Hertz, Kristian D. (author) / Schmidt, Jacob W. (author) / Kennedy, Bryan J. (author)
Engineering Structures ; 131 ; 101-114
2016-10-14
14 pages
Article (Journal)
Electronic Resource
English
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