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The results show that the prestressing level of BFRP tendon can be determined to be 0.50fu and 0.38fu (fu is the tensile strength) according to creep rupture limit.
The paper describes how to compute bias statistics from project-specific installation damage trials for use in reliability-based design for the reinforcement rupture limit state or using data from multiple sources for LRFD calibration.
The paper develops the formulation for the ultimate tensile rupture limit state equation and links it to allowable stress design (ASD) practice currently used in Japan and reliability theory-based load and resistance factor design (LRFD) used in North America.
The installation damage data is valuable for future LRFD calibration to select resistance factors for use in design codes for the geosynthetic rupture limit state in reinforced soil structures.
This study considers the development of open-hole capacity provisions and experimentally investigates the net section rupture limit state of GFRP plates having both a single gage line and staggered-hole arrangements in order to assess the open-hole capacity of pultruded GFRP plates.
The paper shows how bias statistics together with load and resistance factors for the geosynthetic rupture limit state function recommended by AASHTO (2010) can be used to calculate probability of failure using Monte Carlo simulation and demonstrates the sensitivity of probability of failure to magnitude of installation damage bias statistics.
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Recently renewed interest for the mechanical behavior of fetal membranes is related to the problem of iatrogenic preterm rupture, limiting the effectiveness and applicability of minimally invasive fetal surgery.
First, a basin underneath Kathmandu, filled with half a kilometer of soft sediments, amplified the shaking of taller buildings; and second, a gentle, slow onset to the earthquake's rupture limited the types of waves that would have shaken shorter buildings.
Enbridge has not shown that their approach to maintenance is cautious enough that the "massive and pervasive [stress corrosion cracking] threats on Line 9 can be remediated before they reach rupture limits".
All three rupture points limit the conceptual and applied progression in the field of trophic ecology.
It is shown that the skin rupture load limits the achievable core shear load, and that core shear cracking can be prevented by selecting a core thickness above a certain threshold value.
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