scholarly journals Updating the Safety Factors in Structural Design Specifications

1985 ◽  
pp. 591-595
Author(s):  
Takashi CHOU ◽  
Minoru MATSUO ◽  
Yoshinori DEMURA ◽  
Tameo KOBORI
1983 ◽  
Vol 1983 (340) ◽  
pp. 39-47
Author(s):  
Minoru MATSUO ◽  
Yoshinori DEMURA ◽  
Tameo KOBORI

1970 ◽  
Vol 96 (5) ◽  
pp. 986-991
Author(s):  
Carl J. Turkstra ◽  
Abraham M. Hasofer

2018 ◽  
Vol 45 ◽  
pp. 00096
Author(s):  
Arkadiusz Szot

The article concerns aspects of safety in the process of designing continuous polymer liners used to strengthen and seal sewers and drains. The issues of safety coefficients, the variability of basic loadbearing parameters of liners and the problem of sensitivity of analytical solutions describing load-bearing capacity are discussed. The currently used magnitude of safety factors has been verified. The results of an examination on the safety index of liners for strengthening sewers has been presented in the paper. The necessity for the verification of current concepts of liner safety normalisation was herein addressed. A postulation to abandon the analogy of liners for newly constructed pipes was formulated. Calculations using the Hasofer-Lind safety index (First Order Reliability Method) were performed in some cases. A verification and evaluation of the global safety factor for sewer liners were herein carried out.


2011 ◽  
Vol 368-373 ◽  
pp. 2364-2368
Author(s):  
Jia Nian He ◽  
Zhan Wang

In structure design, for expressions with partial safety factors, partial safety factors and nominal value of loads are calculated based on the presupposition that the design reference period is 50 years. When the design reference period is not 50 years, it would cause unclear reliability of building structure by using expressions with partial safety factors following correlative codes yet. It may lead to hidden dangers in that way. In order to derive expressions with partial safety factors suitable for any design reference period, two useful methods are shown in this paper, modification of partial safety factors and modification of importance factor of structures. From results of analysis, we get the conclusions that it can assure the reliability index of the expression using the method of modification of partial safety factors, and the method of modification of importance factor of structures is very simple, but cannot assure the reliability index of the expression.


2019 ◽  
Vol 33 (14n15) ◽  
pp. 1940032
Author(s):  
Sung-Youl Bae ◽  
Yun-Hae Kim

This paper presents a new design procedure for large wind turbine blades, which can be used in various case studies. The structural design of 2MW CFRP blade was performed using a verified 2MW GFRP blade model. The structural integrity assessment of the CFRP model demonstrated that the design criteria for tip deformation, buckling failure, and laminate failure in normal wind turbine operating conditions were met. The existing aero-elastic analysis code was not used to estimate the blade load, but the blade’s surface pressure was calculated using CFD. The conventional load analysis code necessitates the establishment of a turbine system and the input of structural characteristics with changes in the structural design specifications. However, when CFD was used to estimate the load, the turbine system was not required and the structure was evaluated against various design cases, making this a useful approach in preliminary design. This new structural design and evaluation procedure for wind blades can be used to review diverse design specifications in the initial design stage.


2014 ◽  
Vol 55 ◽  
pp. 114-127 ◽  
Author(s):  
Massimo Badalassi ◽  
Luigi Biolzi ◽  
Gianni Royer-Carfagni ◽  
Walter Salvatore

Author(s):  
Vladimir M. Shkolnikov

This paper outlines an analytical technique enabling serviceability characterization of a storage tank made of a Polymer Matrix Composite (PMC) with regards to a specified profile of long-term operation of the tank. The technique combines force-temperature exposure (conceivably changing over a tank’s service life) and fatigue properties of a composite utilized within the tank structure. Along with a serviceability assessment, the technique is capable of providing a well-grounded specification of design knock-downs and safety factors relevant to the conventional structural design procedure.


2001 ◽  
Vol 73 (3) ◽  
pp. 205-212 ◽  
Author(s):  
Engin Aktas ◽  
Fred Moses ◽  
Michel Ghosn

Sign in / Sign up

Export Citation Format

Share Document