Chapter
Aug 12, 2020

Hammer-Road Interaction Model and Evolution Law of Hammer Acceleration

Publication: CICTP 2020

ABSTRACT

The main purpose of this paper is to explore the change rules of hammer acceleration during the impact process. The impact force in the real impact process is difficult to measure directly, so we need to measure acceleration to obtain it indirectly. It is difficult to do research through experiments. Numerical simulation is an effective means to research on pavement structure dynamic damage and destruction. A continuous-discrete coupling model is established to explore the change rules of acceleration and impact force under the influence of various factors by changing the hammer weight, hammer height and plate material. The results show that the drop height is the most important factor affecting the acceleration of the hammer; and the larger peak impact force can be obtained by reducing the weight of the hammer but increasing the drop height. The acceleration increases with the increase of the plate modulus.

Get full access to this article

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to CICTP 2020
CICTP 2020
Pages: 1848 - 1860

History

Published online: Aug 12, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

1Highway School of Chang’an Univ., South Erhuan Middle Section, Xi’an, Shaanxi 710064, China. Email: [email protected]
2Highway School of Chang’an Univ., South Erhuan Middle Section, Xi’an, Shaanxi 710064, China. Email: [email protected]
3Highway School of Chang’an Univ., South Erhuan Middle Section, Xi’an, Shaanxi 710064, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$800.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$800.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share