BASIS OF THE UPCOMING CHANGES TO PIPING SEISMIC DESIGN RULES IN THE ASME BPVC SECTION III, DIVISION 1, ARTICLE NB-3200

被引：0

作者：

Adams, Timothy M. ^{[1
]}

机构：

[1] Stevenson & Associates, 6611 Rockside Rd,Suite 110, Independence, OH 44131 USA

来源：

ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2015, VOL 1B | 2015年

关键词：

D O I：

暂无

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

When the piping seismic design rules of the ASME Boiler and Pressure Vessel Code, Section III, Division 1 Subsections NB, NC, and ND were updated in 1994 a strain based criterion was incorporated in Article NB-3200. Due to objections to this criterion by the USNRC they were subsequently removed and replaced by guidance which stated that for Article NB-3200 for Service Level C and D reversing dynamic loads use the simplified design rules of Article NB-3600. The use of simplified Article NB-3600 rules in the NB-3200 design by analysis Article is inconsistent with the philosophy of NB-3200 and precludes the analyst from using detailed analysis methods for piping for Service Level C and D reversing dynamic loads. In 2012 an effort was undertaken to develop a more detailed design by analysis criteria for reversing dynamic loads. This paper provides the background and basis for changes that are anticipated to be implemented in the near future in the ASME Boiler and Pressure Vessel Code, Section III, Division 1 for the design by analysis rules of Article NB-3200 for reversing dynamic loads in piping systems.

引用

页数：3

共 13 条

[1] BASIS OF THE UPCOMING CHANGES TO THE PIPING INELASTIC FATIGUE DESIGN RULES IN THE ASME BOILER AND PRESSURE VESSEL CODE SECTION III, DIVISION 1, ARTICLE NB-3600
Adams, Timothy M.
ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2015, VOL 1B, 2015,
[2] EVALUATION OF PIPING JOINTS TO NB-3200 OF ASME SECTION-III UTILIZING INELASTIC TECHNIQUES
KING, JP
JOHNSON, CW
MOY, G
MECHANICAL ENGINEERING, 1984, 106 (09) : 116 - 116
[3] Seismic and concurrent load design criteria for buried high density polyethylene pipe in ASME BPVC Section III, Division 1, applications - Part I - Piping design basis criteria
Adams, Timothy M.
Scavuzzo, Rudolph J.
Spanner, Jack
Thomas, George Gary
PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE 2007, VOL 1: CODES AND STANDARDS, 2007, 1 : 69 - 86
[4] Seismic and concurrent load design criteria for buried high density polyethylene pipe in ASME BPVC Section III, Division 1, applications - Part II - Piping soil interaction design basis criteria
Thomas, George Gary
Scavuzzo, Rudolph J.
Spanner, Jack R.
Adams, Timothy M.
PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE 2007, VOL 1: CODES AND STANDARDS, 2007, 1 : 87 - 96
[5] TECHNICAL BASIS OF THE CODE CASE PROVIDING DESIGN RULES FOR THE USE OF POLYETHYLENE PIPE FOR CLASS 3 ASME BPVC SECTION III, DIVISON 1 ABOVE GROUND PIPING SYSTEMS
Hebeisen, Jason R.
Adams, Timothy M.
PROCEEDINGS OF ASME 2022 PRESSURE VESSELS AND PIPING CONFERENCE, PVP2022, VOL 1, 2022,
[6] Concurrent load design criteria for buried high density polyethylene pipe in ASME BPVC Section III, Division 1, applications - Part III - Sample problem
Thomas, George G.
Adams, Timothy M.
Spanner, Jack R.
Hall, Siegrid
PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE 2007, VOL 1: CODES AND STANDARDS, 2007, 1 : 97 - 108
[7] A PROBABILISTIC MARGIN ASSESSMENT OF THE ASME SECTION III, DIVISION 5 PRIMARY LOAD DESIGN RULES FOR CLASS A COMPONENTS
Nicolas, Andrea
Messner, Mark C.
Sham, T. L.
PROCEEDINGS OF ASME 2021 PRESSURE VESSELS AND PIPING CONFERENCE (PVP2021), VOL 1, 2021,
[8] A VISCOPLASTIC MODEL FOR ALLOY 617 FOR USE WITH THE ASME SECTION III, DIVISION 5 DESIGN BY INELASTIC ANALYSIS RULES
Messner, M. C.
Sham, T. L.
PROCEEDINGS OF ASME 2021 PRESSURE VESSELS AND PIPING CONFERENCE (PVP2021), VOL 1, 2021,
[9] SUMMARY AND COMPARISON OF SIGNIFICANT HISTORICAL CHANGES IN THE DESIGN REQUIREMENTS FOR SAFETY CLASS 2 AND 3 PIPING SYSTEMS IN THE ASME BOILER AND PRESSURE VESSEL CODE, SECTION III, DIVISION 1
Adams, Timothy M.
Papadelis, Charles A.
PROCEEDINGS OF THE 20TH INTERNATIONAL CONFERENCE ON NUCLEAR ENGINEERING AND THE ASME 2012 POWER CONFERENCE - 2012, VOL 4, 2012, : 63 - 76
[10] A Minimum Creep Rate for 2-1/4Cr-1Mo Steel Consistent With the ASME Section III, Division 5 Rules
Chakraborty, Aritra
Messner, Mark C.
Sham, T. -L.
JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2021, 143 (04):

← 1 2 →