The paper reports details of a simple theoretical model which provides an insight into the mechanism of premature (plate peeling) failure in reinforced concrete beams reinforced by externally bonded steel plates, and provides a simple means of predicting such failures. (A) For the covering abstract see IRRD 882313.
In the light of the problems existed in the quench oil visbreaking system of Daqing ethylene device,two sets of device including new and old system are reformed according to the quench oil visbreaking mechanism.The quench oil systems of two sets are jointly operated by adding a visbreaking tower and material handling equipment.The reform process,equipment structure and transformation of related data are provided in this paper.The running results show that,the kettle temperature in quench oil tower is close to the designed values.The yield of ethylene and propylene in the ethane furnace can reach the design target.At the same time,the comprehensive energy consumption of device decreases.
Based on the severe accident calculation results of Daya Bay Nuclear Power Station,this paper analyzes a certain of accident sequence and the mitigating measures of severe accident.The results show that the top of core will be uncovered about 1~2 hours later,and the reactor pressure vessel will fail after 5~7 hours.The containment will fail after about 100 hours.The cavity basement can be penetrated about 5.5m after 8.7 days.The results also show that the pit flooding can prevent the melt-through of the basement and reduce hydrogen mass from interaction of molten corium with concrete.
Two simplified methods are introduced in the paper, in which periods and mode shapes are obtained through solving the story lateral stiffness of frame-shear wall structures, the method of solving the differential equation and the method of substructure.On the basis of assumption for structure, the assembling strategy of mass matrix and stiffness matrix are discussed specially.The periods and mode shapes can be acquired through both methods and the results are compared and analyzed with PKPM and ANSYS.The computation programs are very convenient and can gain the periods and mode shapes quickly.The methods will create some degree of errors, but it is in the scope of acceptance.They are of great reference to structural designers and scientific researchers.
The flexural performance of reinforced concrete (RC) beams could be effectively improved by applying a near-surface mounted (NSM) fiber-reinforced polymer (FRP) at the beam soffit. However, such NSM FRP flexurally-strengthened beams frequently failed due to FRP debonding, which limited the full utilization of the FRP strength. In some experimental studies, FRP U-jackets have been used as the anchorage to mitigate or prevent debonding failures in NSM FRP flexurally-strengthened beams. These studies showed excellent anchoring performance of the FRP U-jackets. The authors recently developed a finite-element (FE) approach that could accurately predict the behavior of RC beams that had been flexurally strengthened with NSM FRP (NSM-strengthened beams), which were anchored with FRP U-jackets. Based on a parametric study that was undertaken, which used the simplified version of the FE approach, this paper proposed a strength model for the most common debonding failure mode in NSM-strengthened beams with FRP U-jackets. The proposed strength model consisted of an equation for the maximum NSM FRP strain (ɛf) at debonding failure. Once the maximum FRP strain was known, the load-carrying capacity of the strengthened beam could be obtained through a section analysis. Comparing the predictions made by the proposed strength model with the test results showed that the proposed strength model could provide close predictions.