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All beams were tested under monotonic loads.
The number of anchorages used on these specimens was determined as 2, 3 and 4. All beams were tested under monotonic loads.
A full-scale experiment was conducted to investigate the composite behavior of insulated concrete sandwich wall panels (ICSWPs) under monotonic loads and wind-induced cyclic loads.
Finite element analysis of reinforced concrete beams under monotonic loads (Kwak and Filippou 1990) showed that the tension stiffening and bond-slip have opposing effects and can cancel each other in the response of lightly reinforced concrete beams.
Since the PSFC beams were tested under monotonic loads, this validation and applicability of SCS program is only suitable in predicting the behaviour of PSFC structures under monotonic loading.
In this research four pile caps, six corbels, three deep beams, and three dapped ended beams, designed on the basis of assumed Strut and Tie Model were tested in the laboratory under monotonic loads.
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The beams were tested under monotonic load until failure.
Four-point bending tests were conducted under monotonic loading.
Open image in new window Figure 2 Load versus average strain under monotonic loading.
24 pieces of specimens were tested to failure under monotonic loading and 6 under cyclic loading.
However, SMM-PSFC contains the uniaxial constitutive models of materials under monotonic loading only.
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