Structural Engineering Approach for Diagnosis of Damage in Masonry Heritages
| Project/Area Number |
06834005
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
文化財科学
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| Research Institution | KYUSHU UNIVERSITY |
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Principal Investigator |
HIKOSAKA Hiroshi Kyushu University, Department of Civil Engineering, Professor, 工学部, 教授 (10037864)
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| Project Period (FY) |
1994 – 1995
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| Project Status |
Completed (Fiscal Year 1995)
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| Budget Amount *help |
¥2,200,000 (Direct Cost: ¥2,200,000)
Fiscal Year 1995: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 1994: ¥1,400,000 (Direct Cost: ¥1,400,000)
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| Keywords | Stone arch / Fracture mechanics / Damage mechanics / Rigid body-spring model / 複合材料 |
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| Research Abstract |
There are more than 1,000 stone arch bridges in Japan, particularly in Kyushu Island. Some of them were built i early Edo Period (about 300 years ago), and others are also of considerable age. Most of them are excellent reminders of the Japan's civil engineering heritage. It is important therefore not only to maintain these bridges in good condition but also, when necessary, to be able to estimate their load carrying capacity as accurate as possible.
Computer modelling provides a great tool in understanding the real behavior of structures, either new or ancient. Nevertheless, in particular for problems concerning masonry structure like stone arch bridge, the use of numerical methods, including most finite element approaches, are often unapplicable because of the discontinuity of each masonry element. By modelling a masonry structure as an assemblage of rigid blocks interconnected by nonlinear springs, limit state analyzes are practicable, while reducing both computational effort and program complexity relative to finite element approaches.
Simulating the static response of an existing multi-span stone arch bridge which was built about 150 years ago, the numerical results show displacements and rotations in stone vousoirs which correlate well with the test results under truck loads. Some of the driving code parameters which still need further investigation are normal and shear spring stiffnesses considering the rough contact between actual voussoirs.
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Report
(3 results)
Research Products
(7 results)
