Methods and Systems For Simulating Structural Behaviors of Reinforced Concrete in Finite Element Analysis

1 . A method of numerically simulating structural behaviors of reinforced concrete in finite element analysis (FEA) comprising:

receiving, in a computer system having a FEA application module installed thereon, a FEA model representing a reinforced concrete structure, the FEA model containing a plurality of solid elements defined by a plurality of solid element nodes and at least one beam element defined by a plurality of master beam element nodes, wherein the at least one beam element representing reinforcing steel is embedded inside the solid elements representing concrete;

creating, by the FEA application module, a plurality of slave beam nodes along the at least one beam element such that each of the solid elements houses at least one slave beam node; and

obtaining, by the FEA application module, numerically simulated structural behaviors of the reinforced concrete structure by conducting a time-marching simulation using the FEA model, at each of a plurality of solution cycles of the time-marching simulation, proper coupling of the solid elements and the at least one beam element being ensured with following operations:

obtaining slave beam nodal masses and velocities at each slave beam node from the corresponding master beam nodes;

updating solid element nodal masses and momentums at each solid element node by accumulating respective contributions from relevant ones of the slave beam nodes based on corresponding solid element shape functions;

calculating the slave beam nodal velocities at each slave beam node using said updated solid element nodal masses and momentums based on the corresponding solid element shape functions;

updating master beam nodal masses and momentums at each master beam node by accumulating respective contributions from the calculated slave nodal masses and velocities based on corresponding beam element shape functions; and

calculating the updated master beam nodal velocities at said each master beam node by dividing the updated master beam nodal momentums by the updated master beam nodal masses, respectively.

2 . The method of claim 1 , said obtaining slave beam nodal masses and velocities at each slave beam node from the corresponding master beam nodes further comprises evenly distributing total mass of the corresponding master beam nodes to the slave beam nodes.

3 . The method of claim 1 , wherein said solid elements comprise hexahedral finite elements.

4 . The method of claim 1 , wherein said solid elements comprise tetrahedral finite elements.

5 . A system for numerically simulating structural behaviors of reinforced concrete in finite element analysis (FEA) comprising:

a main memory for storing computer readable code for a FEA application module;

at least one processor coupled to the main memory, said at least one processor executing the computer readable code in the main memory to cause the FEA application module to perform operations by a method of:

receiving a FEA model representing a reinforced concrete structure, the FEA model containing a plurality of solid elements defined by a plurality of solid element nodes and at least one beam element defined by a plurality of master beam element nodes, wherein the at least one beam element representing reinforcing steel are embedded inside the solid elements representing concrete;

creating a plurality of slave beam nodes along the at least one beam element such that each of the solid elements houses at least one salve beam node; and

obtaining numerically simulated structural behaviors of the reinforced concrete structure by conducting a time-marching simulation using the FEA model, at each of a plurality of solution cycles of the time-marching simulation, proper coupling of the solid elements and the at least one beam element being ensured with following operations:

obtaining slave beam nodal masses and velocities at each slave beam node from the corresponding master beam nodes;

updating solid element nodal masses and momentums at each solid element node by accumulating respective contributions from relevant ones of the slave beam nodes based on corresponding solid element shape functions;

calculating the slave beam nodal velocities at each slave beam node using said updated solid element nodal masses and momentums based on the corresponding solid element shape functions;

updating master beam nodal masses and momentums at each master beam node by accumulating respective contributions from the calculated slave nodal masses and velocities based on corresponding beam element shape functions; and

calculating the updated master beam nodal velocities at said each master beam node by dividing the updated master beam nodal momentums by the updated master beam nodal masses, respectively.

6 . The system of claim 5 , said obtaining slave beam nodal masses and velocities at each slave beam node from the corresponding master beam nodes further comprises evenly distributing total mass of the corresponding master beam nodes to the slave beam nodes.

7 . The system of claim 5 , wherein said solid elements comprise hexahedral finite elements.

8 . The system of claim 5 , wherein said solid elements comprise tetrahedral finite elements.

9 . A non-transitory computer recordable storage medium containing computer instructions for numerically simulating structural behaviors of reinforced concrete in finite element analysis (FEA), said computer instructions when executed on a computer system cause the computer system to perform operations of:

receiving, in a computer system having a FEA application module installed thereon, a FEA model representing a reinforced concrete structure, the FEA model containing a plurality of solid elements defined by a plurality of solid element nodes and at least one beam element defined by a plurality of master beam element nodes, wherein the at least one beam element representing reinforcing steel are embedded inside the solid elements representing concrete;

creating, by the FEA application module, a plurality of slave beam nodes along the at least one beam element such that each of the solid elements houses at least one slave beam node; and

obtaining, by the FEA application module, numerically simulated structural behaviors of the reinforced concrete structure by conducting a time-marching simulation using the FEA model, at each of a plurality of solution cycles of the time-marching simulation, proper coupling of the solid elements and the at least one beam element being ensured with following operations:

obtaining slave beam nodal masses and velocities at each slave beam node from the corresponding master beam nodes;

updating solid element nodal masses and momentums at each solid element node by accumulating respective contributions from relevant ones of the slave beam nodes based on corresponding solid element shape functions;

calculating the slave beam nodal velocities at each slave beam node using said updated solid element nodal masses and momentums based on the corresponding solid element shape functions;

updating master beam nodal masses and momentums at each master beam node by accumulating respective contributions from the calculated slave nodal masses and velocities based on corresponding beam element shape functions; and

calculating the updated master beam nodal velocities at said each master beam node by dividing the updated master beam nodal momentums by the updated master beam nodal masses, respectively.

10 . The non-transitory computer recordable storage medium of claim 9 , said obtaining slave beam nodal masses and velocities at each slave beam node from the corresponding master beam nodes further comprises evenly distributing total mass of the corresponding master beam nodes to the slave beam nodes.

11 . The non-transitory computer recordable storage medium of claim 9 , wherein said solid elements comprise hexahedral finite elements.

12 . The non-transitory computer recordable storage medium of claim 9 , wherein said solid elements comprise tetrahedral finite elements.