2011•Yellow RiverRequires access

Three-Dimensional FEM Analysis of Hollow Pier in Water Transfer Project

Sun Da-wei

Open publisher page 0 citations

Abstract

In the large-scale water transfer projects,hollow pier with complex structure and large upper load is widely used,so the stress state of the structure should be analyzed.The finite element method is adopted to calculate the stress of pier cap,pier and pile caps.The outcomes show that hollow pier with less material and reasonable stress distribution is able to pass the upper load to the basis of structure evenly.There are great stress under the supports of pier cap and greater tensile stress at the top of pier cap between the two middle supports.Much attention must be paid to the structure design.The supports at pier cap and pile cap with big stress concentration should be appropriate to punching calculation and structural strengthen design to prevent structural punching damage.

About this research paper

What this paper is about

In the large-scale water transfer projects,hollow pier with complex structure and large upper load is widely used,so the stress state of the structure should be analyzed.The finite element method is adopted to calculate the stress of pier cap,pier and pile caps.The outcomes show that hollow pier with less material and reasonable stress distribution is able to pass the upper load to the basis of structure evenly.There are great stress under the supports of pier cap and greater tensile stress at the top of pier cap between the two middle supports.Much attention must be paid to the structure design.The supports at pier cap and pile cap with big stress concentration should be appropriate to punching calculation and structural strengthen design to prevent structural punching damage.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

In the large-scale water transfer projects,hollow pier with complex structure and large upper load is widely used,so the stress state of the structure should be analyzed.The finite element method is adopted to calculate the stress of pier cap,pier and pile caps.The outcomes show that hollow pier with less material and reasonable stress distribution is able to pass the upper load to the basis of structure evenly.There are great stress under the supports of pier cap and greater tensile stress at the top of pier cap between the two middle supports.Much attention must be paid to the structure design.The supports at pier cap and pile cap with big stress concentration should be appropriate to punching calculation and structural strengthen design to prevent structural punching damage.

Key concepts: Pier, Structural engineering, Pile cap, Finite element method, Stress (linguistics), Punching, Ultimate tensile strength, Geotechnical engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Three-Dimensional FEM Analysis of Hollow Pier in Water Transfer Project — Research Paper | ScholarLens