Exploratory Experiment of Fatigue Prestress Loss of Prestressed Concrete Beam
Zheng Xiao-hua
Abstract
Zheng Xiao-hua
Abstract
In order to exploratory study the fatigue prestress loss of prestressed concrete beams,4 bonded post-tensioned bonded concrete simple supported beams were designed and made for test of constant-amplitude fatigue load of displacement.Strain sensors were embedded into the pre-pressed zone of the mid-span of prestressed simple supported concrete test beams,the fatigue prestress loss were calculated by the measured stain increment of the concrete.The experimental results show that(1) there will be the phemomenon of fatigue prestress loss of prestressed concrete beam under dynamic loading,which will occur in the initial stage under dynamic loading mostly;(2) there is an exponential relation between fatigue prestress loss and fatigue cycles.The result is helpful for improving the designing theory of prestressd concrete bridge.
OpenAlex reports 2 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In order to exploratory study the fatigue prestress loss of prestressed concrete beams,4 bonded post-tensioned bonded concrete simple supported beams were designed and made for test of constant-amplitude fatigue load of displacement.Strain sensors were embedded into the pre-pressed zone of the mid-span of prestressed simple supported concrete test beams,the fatigue prestress loss were calculated by the measured stain increment of the concrete.The experimental results show that(1) there will be the phemomenon of fatigue prestress loss of prestressed concrete beam under dynamic loading,which will occur in the initial stage under dynamic loading mostly;(2) there is an exponential relation between fatigue prestress loss and fatigue cycles.The result is helpful for improving the designing theory of prestressd concrete bridge.
Key concepts: Structural engineering, Prestressed concrete, Materials science, Beam (structure), Displacement (psychology), Engineering, Psychotherapist, Psychology