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Transaction-and-Message-Transfer.[taliem.ir]

Transaction and message transfer

We assume that each transaction is self-contained, meaning that it performs its computation without any direct communication with other transactions .Transactions do communicate indirectly, of course, by storing and retrieving data in the database. However, this is the only way they can affect each other's execution .To ensure transaction atomicity, the DBS must control all of the ways that transactions interact. This means that the DBS must mediate each transaction's operations that can affect other transactions. In our model, the only such operations are accesses to shared data. Since a transaction accesses shared data by issuing database operations to the DBS, the DBS can control all such actions, as required .In many systems, transactions are allowed to communicate by sending messages. We allow such message communication in our model, provided that those messages are stored in the database. A transaction sends or receives a message by writing or reading the data item that holds the message. This restriction on message communication only applies to messages between transactions. Two or more processes that are executing on behalf of the same transaction can freely exchange messages, and those messages need not be stored in the database. In general, a transaction is free to control its internal execution using any available mechanism. Only interactions between different transactions need to be controlled by the DBS.
Modelling the prestress transfer in pre-tensioned concrete elements[taliem.ir]

Modelling the prestress transfer in pre-tensioned concrete elements

Three models were developed to simulate the transfer of prestress force from steel to concrete in pretensioned concrete elements. The first is an analytical model based on the thick-walled cylinder theory and considers linear material properties for both steel and concrete. The second is an axi-symmetric finite element (FE) model with linear material properties; it is used to verify the analytical model. The third model is a three dimensional nonlinear FE model. This model considers the post-cracking behaviour of concrete as well as concrete shrinkage and the time of prestress releasing. A new expression from the analytical model is developed to estimate the transmission length as well as the stress distribution along the tendon. The paper also presents a parametric study to illustrate the impact of diameter of prestressing steel, concrete cover, concrete strength, initial prestress, section size, surface roughness of prestressing steel, time of prestress release, and the member length on the transfer of stress in pre-tensioned concrete elements
An experimental and numerical study on heat transfer[taliem.ir]

An experimental and numerical study on heat transfer enhancement for gas heat exchangers fitted with porous media

The present experimental and numerical work investigates the effect of metallic porous materials, inserted in a pipe, on the rate of heat transfer. The pipe is subjected to a constant and uniform heat flux. The effects of porosity, porous material diameter and thermal conductivity as well as Reynolds number on the heat transfer rate and pressure drop are investigated. The results are compared with the clear flow case where no porous material was used. The results obtained lead to the conclusion that higher heat transfer rates can be achieved using porous inserts at the expense of a reasonable pressure drop. Also, it is shown that for an accurate simulation of heat transfer when a porous insert is employed its effective thermal conductivity should be carefully evaluated.