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Jidong KANG, James A. GIANETTO, William R. TYSON
《机械工程前沿(英文)》 2018年 第13卷 第4期 页码 546-553 doi: 10.1007/s11465-018-0501-2
Fracture toughness measurement is an integral part of structural integrity assessment of pipelines. Traditionally, a single-edge-notched bend (SE(B)) specimen with a deep crack is recommended in many existing pipeline structural integrity assessment procedures. Such a test provides high constraint and therefore conservative fracture toughness results. However, for girth welds in service, defects are usually subjected to primarily tensile loading where the constraint is usually much lower than in the three-point bend case. Moreover, there is increasing use of strain-based design of pipelines that allows applied strains above yield. Low-constraint toughness tests represent more realistic loading conditions for girth weld defects, and the corresponding increased toughness can minimize unnecessary conservatism in assessments. In this review, we present recent developments in low-constraint fracture toughness testing, specifically using single-edge-notched tension specimens, SENT or SE(T). We focus our review on the test procedure development and automation, round-robin test results and some common concerns such as the effect of crack tip, crack size monitoring techniques, and testing at low temperatures. Examples are also given of the integration of fracture toughness data from SE(T) tests into structural integrity assessment.
关键词: fracture toughness constraint effect single-edge-notched tension test pipeline structural integrity assessment
Emerging challenges to structural integrity technology for high-temperature applications
TU Shantung
《机械工程前沿(英文)》 2007年 第2卷 第4期 页码 375-387 doi: 10.1007/s11465-007-0066-y
关键词: manufacture aviation industry conversion petrochemical temperature
Local fracture properties and dissimilar weld integrity in nuclear power plants
Guozhen WANG, Haitao WANG, Fuzhen XUAN, Shantung TU, Changjun LIU
《机械工程前沿(英文)》 2013年 第8卷 第3期 页码 283-290 doi: 10.1007/s11465-013-0250-1
In this paper, the local fracture properties in a Alloy52M dissimilar metal welded joint (DMWJ) between A508 ferritic steel and 316 L stainless steel in nuclear power plants were investigated by using the single-edge notched bend (SENB) specimens, and their use in integrity assessment of DMWJ structures was analyzed. The results show that the local fracture resistance in the DMWJ is determined by local fracture mechanism, and which is mainly related to the microstructures and local strength mismatches of materials at the crack locations. The initial cracks always grow towards the materials with lower strength, and the crack path deviation is mainly controlled by the local strength mismatch. If the local fracture properties could not be used for cracks in the heat affected zones (HAZs), interface and near interface zones, the use of the fracture properties ( -resistance curves) of base metals or weld metals following present codes will unavoidably produce non-conservative (unsafe) or excessive conservative assessment results. In most cases, the assessment results will be potentially unsafe. Therefore, it is recommended to obtain and use local mechanical and fracture properties in the integrity assessment of DMWJs.
关键词: local fracture properties dissimilar metal welded joint integrity assessment strength mismatch crack growth path
Shear assessment of compression flanges of structural concrete T-beams
Bj?rn SCHüTTE,Viktor SIGRIST
《结构与土木工程前沿(英文)》 2014年 第8卷 第4期 页码 354-361 doi: 10.1007/s11709-014-0082-z
关键词: concrete structures structural assessment stress field analysis shear
Structural pavement assessment in Germany
Lutz PINKOFSKY, Dirk JANSEN
《结构与土木工程前沿(英文)》 2018年 第12卷 第2期 页码 183-191 doi: 10.1007/s11709-017-0412-z
Gholamreza ABDOLLAHZADEH, Hadi FAGHIHMALEKI
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 425-437 doi: 10.1007/s11709-017-0427-5
In recent decades, many public buildings, located in seismic-prone residential areas, had to grapple with abnormal loads against which the structures were unguarded. In this piece of research, an ordinary three dimensional reinforced concrete building is selected as case study. The building is located in an earthquake-prone region; however, it is designed according to seismic building codes. Yet, it is not shielded against abnormal loads, such as blasts. It is assumed that the building suffers a blast load, due to mechanical/thermal installation failure during or after intense seismic oscillations. These two critical incidents are regarded codependent and compatible. So the researchers developed scenarios and tried to assess different probabilities for each scenario and carried out an analysis to ensure if progressive collapse had set in or not. In the first step, two analysis models were used for each scenario; a non-linear dynamic time history analysis and a blast local dynamic analysis. In the second step, having the structural destructions of the first step in view, a pushdown analysis was carried out to determine the severity of progressive collapse and assess building robustness. Finally, the annual probability of structural collapse under simultaneous earthquake and blast loads was estimated and offered.
关键词: gas blast pushdown analysis progressive collapse annual probability of structural collapse 3D model of structure
Jinya KATSUYAMA, Shumpei UNO, Tadashi WATANABE, Yinsheng LI
《机械工程前沿(英文)》 2018年 第13卷 第4期 页码 563-570 doi: 10.1007/s11465-018-0487-9
The thermal hydraulic (TH) behavior of coo-lant water is a key factor in the structural integrity assessments on reactor pressure vessels (RPVs) of pressurized water reactors (PWRs) under pressurized thermal shock (PTS) events, because the TH behavior may affect the loading conditions in the assessment. From the viewpoint of TH behavior, configuration of plant equipment and their dimensions, and operator action time considerably influence various parameters, such as the temperature and flow rate of coolant water and inner pressure. In this study, to investigate the influence of the operator action time on TH behavior during a PTS event, we developed an analysis model for a typical Japanese PWR plant, including the RPV and the main components of both primary and secondary systems, and performed TH analyses by using a system analysis code called RELAP5. We applied two different operator action times based on the Japanese and the United States (US) rules: Operators may act after 10 min (Japanese rules) and 30 min (the US rules) after the occurrence of PTS events. Based on the results of TH analysis with different operator action times, we also performed structural analyses for evaluating thermal-stress distributions in the RPV during PTS events as loading conditions in the structural integrity assessment. From the analysis results, it was clarified that differences in operator action times significantly affect TH behavior and loading conditions, as the Japanese rule may lead to lower stresses than that under the US rule because an earlier operator action caused lower pressure in the RPV.
关键词: structural integrity reactor pressure vessel pressurized thermal shock thermal hydraulic analysis pressurized water reactor weld residual stress
An Exploration of Surface Integrity Remanufacturing for Aeroengine Components
Qiao Xiang,Yong He,Ting-hong Hou
《工程管理前沿(英文)》 2016年 第3卷 第2期 页码 107-114 doi: 10.15302/J-FEM-2016025
关键词: aeroengine component surface integrity remanufacturing surface integrity remanufacturing
Ricardo MONTEIRO, Miguel ARAÚJO, Raimundo DELGADO, Mário MARQUES
《结构与土木工程前沿(英文)》 2018年 第12卷 第1期 页码 109-124 doi: 10.1007/s11709-017-0389-7
关键词: nonlinear analysis pushover RC bridges structural modelling software
Fragility assessment of wood sheathing panels and roof-to-wall connections subjected to wind loading
《结构与土木工程前沿(英文)》 2021年 第15卷 第4期 页码 867-876 doi: 10.1007/s11709-021-0745-5
关键词: tornadoes wind loads low-rise buildings fragility analysis risk assessment structural failures
Performance assessment of innovative seismic resilient steel knee braced frame
Tony T. Y. YANG,Yuanjie LI
《结构与土木工程前沿(英文)》 2016年 第10卷 第3期 页码 291-302 doi: 10.1007/s11709-016-0340-3
关键词: buckling restrained brace innovative structural system collapse simulation seismic assessment
Sergio A. MARTÍNEZ-GALVÁN, Miguel P. ROMO
《结构与土木工程前沿(英文)》 2018年 第12卷 第1期 页码 67-80 doi: 10.1007/s11709-017-0399-5
关键词: deep foundations bearing capacity resistant moment structural cell 3D numerical modeling
Ayaho MIYAMOTO, Risto KIVILUOMA, Akito YABE
《结构与土木工程前沿(英文)》 2019年 第13卷 第3期 页码 569-604 doi: 10.1007/s11709-018-0498-y
关键词: condition assessment short & medium span bridge structural health monitoring(SHM) long-term data collection system maintenance bridge performance information technology loading vehicle(public bus) in-situ loading
Assessment of robustness of structures: Current state of research
Colin BRETT, Yong LU
《结构与土木工程前沿(英文)》 2013年 第7卷 第4期 页码 356-368 doi: 10.1007/s11709-013-0220-z
关键词: structural robustness abnormal exposure vulnerability collapse consequence
Soheila KOOKALANI; Bin CHENG; Jose Luis Chavez TORRES
《结构与土木工程前沿(英文)》 2022年 第16卷 第10期 页码 1249-1266 doi: 10.1007/s11709-022-0858-5
关键词: machine learning gridshell structure regression sensitivity analysis interpretability methods
标题 作者 时间 类型 操作
Recent development in low-constraint fracture toughness testing for structural integrity assessment of
Jidong KANG, James A. GIANETTO, William R. TYSON
期刊论文
Emerging challenges to structural integrity technology for high-temperature applications
TU Shantung
期刊论文
Local fracture properties and dissimilar weld integrity in nuclear power plants
Guozhen WANG, Haitao WANG, Fuzhen XUAN, Shantung TU, Changjun LIU
期刊论文
Shear assessment of compression flanges of structural concrete T-beams
Bj?rn SCHüTTE,Viktor SIGRIST
期刊论文
Proposal of a probabilistic assessment of structural collapse concomitantly subject to earthquake and
Gholamreza ABDOLLAHZADEH, Hadi FAGHIHMALEKI
期刊论文
evaluation of loading conditions during pressurized thermal shock transients based on thermal-hydraulics and structural
Jinya KATSUYAMA, Shumpei UNO, Tadashi WATANABE, Yinsheng LI
期刊论文
An Exploration of Surface Integrity Remanufacturing for Aeroengine Components
Qiao Xiang,Yong He,Ting-hong Hou
期刊论文
Modeling considerations in seismic assessment of RC bridges using state-of-practice structural analysis
Ricardo MONTEIRO, Miguel ARAÚJO, Raimundo DELGADO, Mário MARQUES
期刊论文
Fragility assessment of wood sheathing panels and roof-to-wall connections subjected to wind loading
期刊论文
Performance assessment of innovative seismic resilient steel knee braced frame
Tony T. Y. YANG,Yuanjie LI
期刊论文
Assessment of an alternative to deep foundations in compressible clays: the structural cell foundation
Sergio A. MARTÍNEZ-GALVÁN, Miguel P. ROMO
期刊论文
Frontier of continuous structural health monitoring system for short & medium span bridges and conditionassessment
Ayaho MIYAMOTO, Risto KIVILUOMA, Akito YABE
期刊论文