scholarly journals A Study on Limit State Design Method for Prestressed Concrete Sleepers.

1997 ◽  
pp. 35-54 ◽  
Author(s):  
Hajime Wakui ◽  
Hiroyuki Okuda
Keyword(s):  
Prestressed Concrete ◽  
Design Method ◽  
Limit State ◽  
Limit State Design

Experimental Study on Mechanical Behavior of Serving Prestressed Concrete Poles

2011 ◽  
Vol 368-373 ◽  
pp. 1617-1620 ◽  
Author(s):  
Kai Quan Xia ◽  
Xiang Gang Zhang ◽  
Zong Ping Chen ◽  
Jiang Mei Wang
Keyword(s):  
Mechanical Behavior ◽  
Prestressed Concrete ◽  
Failure Modes ◽  
Ultimate Load ◽  
Design Method ◽  
Limit State ◽  
Safety Performance ◽  
Reinforced Beams ◽  
Loading Tests ◽  
Bending Loading

In order to assess accurately safety performance of prestressed concrete poles servicing 30 years, bending loading tests are carried out on 3 samples extracted randomly, these ones are studied on the mechanical behavior and failure mechanism, failure modes are revealed, and important experimental data including cracking load, the ultimate load of normal use, the ultimate load of carrying capacity is obtained. Furthermore, based on measured test data, the curves of load-crack width and moment-deflection are made among the whole force process. The results show that failure modes of specimens are similar to one of “rare-reinforced beams”. Moreover, based on design method of serviceability limit state, the average security surplus coefficient is 1.2 before collapse damage.

scholarly journals A Structural Analysis Of A Factory Hall With A Two-Story Office Building As A Precast And Prestressed Concrete Construction

2021 ◽  
Author(s):  
Olesja Befus
Keyword(s):  
Structural Analysis ◽  
Prestressed Concrete ◽  
Limit State ◽  
Steel Structure ◽  
Ultimate Limit State ◽  
Limit State Design ◽  
European Standards ◽  
Ultimate Limit State Design ◽  
Manual Calculation ◽  
Ultimate Limit

The objective of this thesis is to develop a precast and prestressed concrete design for a factory hall, which was initially planned as a steel structure. Furthermore, a structural analysis is conducted on several chosen structural elements according to the European Standards and the German Annexes respectively. The analysis is done both by manual calculation and software calculation for comparison and includes the ultimate limit state design, the serviceability limit state design and the design for the state of transportation and assembly of the precast members. Lastly, to illustrate the results of the analysis, an overview drawing with the new concrete design as well as formwork and reinforcement drawings for each of the analyzed structural members are developed.

Prospects for the research on limit state design method of the natural gas pipeline

2015 ◽  
pp. 183-187
Author(s):  
Shaoxing Liu ◽  
Peng Yang ◽  
Dongran Zhao ◽  
Jinyuan Zhang ◽  
Yuqing Liu
Keyword(s):  
Natural Gas ◽  
Design Method ◽  
Limit State ◽  
Gas Pipeline ◽  
Limit State Design ◽  
Natural Gas Pipeline

Comments on Design Methods of Penstocks

2004 ◽  
Vol 126 (3) ◽  
pp. 391-398
Author(s):  
Hou Jian-Guo ◽  
An Xu-Wen ◽  
He Ying-Min
Keyword(s):  
Research Design ◽  
Design Method ◽  
Limit State ◽  
Design Methods ◽  
Technical Standards ◽  
Limit State Design ◽  
Foreign Countries ◽  
Hydropower Stations ◽  
Design And Construction ◽  
At Home

This paper selects several representative penstocks codes of hydropower stations in China and foreign countries including USBR Standards (1970), ASCE Steel Penstocks (1993), Japanese Technical Standards for Gates and Penstocks (1993), the former USSR’s code My 34 747-76 and Π 780-83, and Chinese code DL/T 5141-2001; analyzes and compares their different design methods and corresponding safety levels. In addition, the probabilistic limit state design method adopted in DL/T 5141-2001 is described emphatically. What are described can be taken as reference by the engineering technicians who are engaged in the research, design and construction of steel penstocks for hydropower stations at home and abroad.

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