原文   
Prestressed Concrete
Concrete is strong in compression， but weak in tension： Its tensile strength varies from 8 to 14 percent of its compressive strength。 Due to such a low tensile capacity， flexural cracks develop at early stages of loading. In order to reduce or prevent such cracks from developing， a concentric or eccentric force is imposed in the longitudinal direction of the structural element. This force prevents the cracks from developing by eliminating or considerably reducing the tensile stresses at the critical midspan and support sections at service load, thereby raising the bending, shear， and torsional capacities of the sections。 The sections are then able to behave elastically， and almost the full capacity of the concrete in compression can be efficiently utilized across the entire depth of the concrete sections when all loads act on the structure.
Such an imposed longitudinal force is called a prestressing force， i.e., a compressive force that prestresses the sections along the span of the structural element prior to the application
of the transverse gravity dead and live loads or transient horizontal live loads。 The type of prestressing force involved， together with its magnitude， are determined mainly on the basis of the type of system to be constructed and the span length and slenderness desired. Since the prestressing force is applied longitudinally along or parallel to the axis of the member， the prestressing principle involved is commonly known as linear prestressing。
Circular prestressing, used in liquid containment tanks, pipes, and pressure reactor vessels, essentially follows the same basic principles as does linear prestressing。 The circumferential hoop, or “hugging” stress on the cylindrical or spherical structure, neutranzes the tensile stresses at the outer fibers of curvilinear surface caused by the internal contained pressure.
Fig。1。2。1  prestressing  principle in linear and circular prestressing
Figure 1.2。1 illustrates， in a basic fashion， the prestressing action in both types of structural systems and the resulting stress response。 In (a）, the individual concrete blocks act together as a been due to the large compressive prestressing force P。 Although it might appear that the blocks will slip and vertically simulate shear slip failure, in fact they will not because of the longitudinal force P. Similarly， the wooden staves in （c） might appear to be capable of separating as a result of the high internal radial pressure exerted on them。 But again, because of the compressive prestress imposed by the metal bands as a form of circular prestressing， they will remain in place.
From the preceding discussion, it is plain that permanent stresses in the prestressed structural member are created before the full dead and live loads are applied in order to eliminate or considerably reduce the net tensile stresses caused by these loads。 With reinforced concrete, it is assumed that the tensile strength of the concrete is negligible and disregarded. This is because the tensile forces resulting from the bending moments are res
isted by the bond created in the reinforcement process。 Cracking and deflection are therefore essentially irrecoverable in reinforced concrete once the member has its limit state at service load。
The reinforcement in the reinforced concrete member does not exert any force of its own on the member, contrary to the action of prestressing steel。 The steel required to produce the prestressing force in the prestressed member actively preloads the member, permitting a relatively high controlled recovery of cracking and deflection. Once the flexural tensile strength of the concrete is exceeded， the prestressed member starts to act like a reinforced concrete element.
reactor 翻译
Prestressed members are shallower in depth than their reinforced concrete counterparts for the same span and loading conditions. In general， the depth of a prestressed concrete member is usually about 65 to 80 percent of the depth of the equivalent reinforced concrete member。 Hence, the prestressed member requires less concrete, and about 20 to 35 percent of the amount of reinforcement。 Unfortunately this saving in material weight is bal
anced by the higher cost of the higher quality materials needed in prestressing。 Also, regardless of the system used, prestressing operations themselves result in an added cost: Formwork is more complex， since the geometry of prestressed sections is usually composed of flanged sections with thin—webs。
In spite of these additional costs, if a large enough number of precast units are manufactured, the difference between at least the initial costs of prestressed and reinforced concrete systems is usually not very large。 And the indirect long-term savings are quite substantial， because less maintenance is needed： a longer working life is possible due to better quality control of the concrete， and lighter foundations are achieved due to the smaller cumulative weight of the superstructure。

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