Numerical analysis on static load capacity of prestressed concrete sleepers under hypothetical bearing pressure distribution

Prestressed concrete sleepers are currently designed based on permissible stresses concepts resulting from quasi-static wheel loads. It was designed to exceed the mean working load to avoid loss of bond in the prestressing due to cracking of the concrete sleepers. These loads allow for static respon...

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Номзүйн дэлгэрэнгүй
Үндсэн зохиолч: Wan Abdul Rashid, Wan Azlan
Формат: Дипломын ажил
Хэл сонгох:English
Хэвлэсэн: 2012
Нөхцлүүд:
Онлайн хандалт:http://eprints.utm.my/10022/1/WanAzlanAbdulMFKA2012.pdf

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