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Anchor bolts are used to connect structural and non-structural elements to the concrete. The connection is made by an assembling of different components such as: anchor bolts (also named fasteners), steel plates, stiffners. Anchor bolts transfer different types of load: tension forces and shear forces. A connection between structural elements can be represented by steel column attacched to reinforced concrete foundation. Whereas, a common case of non-structural element attached to a structural one is represented by the connection between a facade system and a reinforced concrete wall.

Cast-in-place
The simplest – and strongest – form of anchor bolt is cast-in-place, with its embedded end consisting of a standard hexagonal head bolt and washer, 90-bend, or some sort of forged or welded flange (see also Stud welding). The last are used in concrete-steel composite structures as shear connectors.

Other uses include anchoring machines to poured concrete floors and buildings to their concrete foundations. Various typically disposable aids, mainly of plastic, are produced to secure and align cast-in-place anchors prior to concrete placement. Moreover their position must also be coordinated with the reinforcement layout. Different types of cast-in-place anchors might be distinguished :


 * Lifting inserts: used for lifting operations of plain or prestressed RC beams. The insert can be a threaded rod. See also Bolt (climbing).


 * Anchor channels: used in precast concrete connections. The channel can be an hot-rolled or a cold-formed steel shape in which a T-shape screw is placed in order to transfer the load to the base material.
 * Headed Stud: consist of a steel plate with headed studs welded on (see also Threaded rod).
 * Threaded sleeves: consist of a tube with an internal thread which is anchored back into the concrete.

For all the type of the cast-in-place anchors, the load-transfer mechanisms is the mechanical interlock, i.e. the embedded part of the anchors in concrete transfers an the applied load (axial or shear) via bearing pressure at the contact zone. At failure conditions, the level of bearing pressure can be higher than 10 times the concrete compressive strength, if a pure tension force is transferred. Cast-in-place type anchors are also utilized in masonry applications, placed in wet mortar joints during the laying of brick and cast blocks (CMUs).

Post-installed
Post-installed anchors can be installed in any position of hardened concrete after a drilling operation. A distinction is made according to their principle of operation.

Mechanical Expansion anchors
The force-transfer mechanism is based on friction mechanical interlock guranteed by expansion forces. They can be furtherly divided into two categories :


 * torque controlled: the anchor is inserted into the hole and secured by applying a specified torque to the bolt head or nut with a torque wrench. A particular sub-category of this anchor is called wedge type. As shown in the figure, tightening the bolt results in a wedge being driven up against a sleeve, which expands it and causes it to compress against the material it is being fastened to.


 * displacement controlled: usually consist of an expansion sleeve and a conical expansion plug, whereby the sleeve is internally threaded to accept a threaded element.

Undercut anchors
The force-transfer mechanism is based on mechanical interlock. A special drilling operation allows to create a contact surface between the anchor head and the hole's wall where bearing stresses are exchanged.

Bonded anchors
The force-transfer mechanism is based on bond stresses provided by binding organic materials. Both Ribbed bars and threaded rods can be used and a change of the local bond mechanism can be appreciated experimentally. In ribbed bars the resistance is prevalently due to shear behavior of concrete between the ribs whereas for threaded rods friction prevails.(see also Anchorage in reinforced concrete). Bonded anchors are also referred as adhesive anchors. The anchoring material is an adhesive (also called mortar ) usually consisting of epoxy, polyester, or vinylester resins. The performance of this anchor's types in terms of 'load-bearing capacity', especially under tension loads, is strictly related to the cleaning condition of the hole. Experimental results showed that the reduction of the capacity is up to 60%. The same applies also for moisture condition of concrete, for wet concrete the reduction is of 20% using polyester resin. Other issues are represented by high temperature behavior and creep response.

Screw anchors
The force-transfer mechanism is based on concentrated bearing pressure exchange between the screw and concrete through the pitches.

Plastic anchors
Their force-transfer mechanism is similar to mechanical expansion anchors. A torque moment is applied to a screw which is inserted in a plastic sleeve. As the torque is applied the plastic expands the sleeve against the sides of the hole acting as expansion force.

Powder-Actuated anchors
They act transferring the forces via mechanical interlock. This fastening technology is used in steel-to-steel connection, for instance to connect cold-formed profiles. A screw is inserted into the base material via a gas actuated gas gun. The driving energy is usually provided by firing a combustible propellant in powder form. . The fastener's insertion provokes the plastic deformation of the base material which accomodates the fastener's head where the force transfer takes place.

Modes of Failure in tension
Anchors can fail in different way when loaded in tension :


 * Steel failure: the weak part of the connection is represented by the rod. The failure corresponds to the tensile break-out of steel as in case of tensile testing.In this case, concrete base material might be un-damaged.
 * Pull-out: the anchor is pulled out from the drilled hole partially damaging the surrounding concrete. When the concrete results un-damaged the failure is also indicated ad pull-through.


 * Concrete cone: after reaching the load-bearing capacity a cone shape is formed. The failure is governed by crack growth in concrete. This kind of failure is typical in pull-out test.
 * Splitting failure: failure is characterized by a splitting crack which divides the base material in two part. This kind of failure occurs when the dimensions of the concrete component are limited or the anchor is installed close to an edge.


 * Blow-out failure: failure is characterized by the lateral spalling of concrete in the proximity of the anchor's head. This kind of failure occurs for anchors (prevalently cast-in-place) installed near the edge of the concrete element.

In design verification under ultimate limit state, codes prescribe to verify all the possible failure mechanisms.

Modes of Failure in shear
Anchors can fail in different way when loaded in shear :

In design verification under ultimate limit state, codes prescribe to verify all the possible failure mechanisms.
 * Steel failure: the rod reaches the yielding capacity then rupture occurrs after development of large deformations.
 * Concrete edge: a semi-conical fracture surface develops originating from the point of bearing up to the free surface. This type of failure occurs, for an anchor in the proximity of the edge of the concrete member.
 * Pry-out: a semi-conical fracture surface develops characterize the failure. The pryout mechanism for cast-in anchors usually occurswith very short, stocky studs. The studs are typically so short and stiff that under a direct shear load, they bend causing contemporarily crushing in front of the stud and a crater of concrete behind.

Combined tension/shear
When contemporarily tension and shear load are applied to an anchor the failure occurs earlier (at a less load-bearing capacity) with respect the un-coupled case. In current design codes a linear interaction domain is assumed.

Group of anchors
In order to increase the load-carrying capacity anchors are assembled in group, moreover this allow also to arrange a bending moment resisting connection. For tension and shear load, the mechanical behavior is markedly influenced by (i) the spacing between the anchors and (ii) the possible difference in the applied forces.

Service load behavior
Under service loads (tension and shear) anchor's displacement must be limited. The anchor performance (load-carrying capacity and characteristic displacements) under different loading condition is assessed experimentally, then an official document is produced by technical assessment body. In design phase, the displacement occurring under the characteristic actions should be not larger than the admissible displacement reported in the technical document.

Seismic load behavior
Under seismic loads and there would be the possibility that an anchor is contemporarily (i) installed in a crack and (ii) subjected to inertia loads proportional both to the mass and the acceleration of the attached element (secondary structure) to the base material (primary structure).The load conditions in this case can be summarized as follow:


 * Pulsating Axial load: force aligned with the anchor’s axis, positive in case of pullout condition and zero in case of pushing-in.


 * Reverse Shear load (also named “alternate shear”): force perpendicular to the anchor’s axis, positive and negative depending on an arbitrary sign convention.
 * Cyclic Crack (also named “crack movement”): RC primary structure undergoes in severe damage condition (i.e. cracking) and the most un-favorable case for anchor performance is when the crack plane contains the anchor’s axis and the anchor is loaded by a positive axial force (constant during crack cycles).

Ecceptional loads behavior
Ecceptional loads differ from ordinary static loads for their rise time. High displacement rates are involved in impact loading. Regarding steel to concrete connections, some examples consist in collision of vehicle on barriers connected to concrete base and explosions. Apart from these extra-ordinary loads, structural connections are subjected to seismic actions, which rigorously have to be treated via dynamic approach. For instance, seismic pull-out action on anchor can have 0.03 seconds of rise time. On the contrary, in a quasi-static test,100 second may be assumed as time interval to reach the peak load. Regarding the concrete base failure mode: Concrete cone failure loads increase with elevated loading rates with respect the static one.