A coupling beam is a lateral force resistant component of a structure. Types, advantages, and design of coupling beam as per ACI 318- 11 are discussed.
Coupling beam is used effectively when two shear wall or any other elements that are used for withstanding lateral loads is combined. This consequently decreases the overturning effect and improves the overall stiffness of a system.
Moreover, if coupled beam proportioned properly above the second floor of the building, plastic hinges are developed and subjected to similar rotations at the beam end over structure height at the same time.
This leads to distribution input energy dissipation over the height of the structure in the coupling beams instead of concentration mostly in the wall piers of the first story.
Therefore, the main function of the coupling beam is the dissipation of energy and improving stiffness and strength of the lateral load system of the structure.
Favorite coupling beam performance is obtained when it is designed to be adequately strong and stiff. Additionally, coupling beams should yield before wall piers, exhibit ductile behavior, and possess considerable energy absorption characteristics.
Figure-1 shows the coupling beam in structures a, b, and c.
Figure-1: (a), (b), and (c) are examples of coupling beams in structuresCoupling beam should be designed in such a way that over the coupling and under coupling is prevented or avoided because the former would make the system to behave as a single solid wall with small frame action and the latter will cause the system to act like two separated walls.
- Types of Coupling Beam used in Structure
- Types of Coupling Beam as per ACI 318- 11
- Coupling Beam Design Guidelines as per ACI Code
Types of Coupling Beam used in StructureThere are two types of coupling beams used in structure:
- Conventionally reinforced concrete coupling beams
- Diagonally reinforced concrete coupling beams
Conventionally Reinforced Concrete Coupling BeamThis type of coupling beam is similar to normal reinforced concrete with bottom and top reinforcement in addition to shear stirrups. It is employed when the beam is quite long compared with its depth. Such beams develop moment hinge at their ends and the failure type will be a ductile failure. Figure-2 shows conventional reinforced coupling beams.
Figure-2: Coupling Beams with Horizontal Reinforcement
Diagonally Reinforced Concrete Coupling BeamWhen the ratio of coupling beam length is similar to its depth, the design of the beam is governed by shear and the failure is brittle. Diagonal reinforcement is provided to avoid brittle failure and resist shear. This reinforcement arrangement leads to a decrease in the amount of shear reinforcement. An example of a diagonal coupling beam is illustrated in Figure-3.
Figure-3: Diagonal Reinforcement in Coupling Beams
Types of Coupling Beam as per ACI 318- 11For design purposes, American Concrete Institute (ACI 318- 11) classified reinforced concrete coupling beams into three categories depending on the ratio of coupling beam clear span to its depth (ln/h) and on the level of shear stress in the coupling beams. All three coupling beam types are explained in the following points:
1. Coupling beams with (ln/h) >/= 4Coupling beams are designed like special moment frames and must satisfy special moment frame requirements and proportioning that are provided by ACI Code section 21.5 apart from 22.214.171.124 and 126.96.36.199. There is no enough room for installing diagonal reinforcement that is why horizontal steel bars are placed at the top and bottom of the beam.
2. Coupling beam with (ln/h) < 0.2 and with
This beam needs to be reinforced with two intersecting groups of diagonally installed steels symmetrical about midspan, unless it can be demonstrated that loss of stiffness and strength of the coupling beams will not decrease the vertical load-carrying ability of the structure, the integrity of nonstructural components, and their connections to the structure, or postseismic egress from the structure.
3. Other coupling beamsOther coupling beams are those beams that are not included in the previous two categories and can be reinforced with either conventional reinforced moment frame beams or with two intersecting groups of diagonally placed steels.
Coupling Beam Design Guidelines as per ACI CodeFigure-4 illustrates coupling beam space design. Heavy hatched area specifies the upper limit on the shear design of the beams. Beams that are locating in the lightly shaded area may be designed as per the ACI code but could have constructability problems due to reinforcement congestion. Moreover, beams falling into the left side of the dashed line are designed with diagonally reinforced bars. However, those to the right are adequately designed with a special moment frame beam. Furthermore, beams with an extremely small (ln/h) ratios can be designed using the strut and tie model that is provided by ACI Code Appendix A.
Finally, a detailed design procedure of coupling beams is not provided in this article. However, it can be found in Seismic Design of Cast-in-Place Concrete, Special Structural Walls and Coupling Beams, A Guide for Practicing Engineers which is a report prepared for the US department of commerce.