In the present paper, the failure mechanics of concrete under true triaxial dynamic loading is
investigated. A four-phase concrete meso-model is developed. The meso-model consists of …

Predicting progressive damage in composite materials is essential for the design of most
lightweight constructions. When laminated composite structures are considered, both …

This study introduces an innovative dynamic infinite meshfree method for robust and efficient
solutions to half-space problems. This approach seamlessly couples this method with the …

This study introduces a novel dynamic infinite meshfree method, termed RK-DIMM
(reproducing kernel dynamic infinite meshfree method), which is specifically developed for …

Terminal ballistics of concrete is of extreme importance to the military and civil communities.
Over the past few decades, ultra‐high performance concrete (UHPC) has been developed …

A multi-scale approach for mesh size independent finite element analysis of quasi-brittle
material is proposed in this article. The homogenization based multi-scale damage …

A two-phase random medium model is proposed to simulate the complex cracking process
and failure mode of concrete. To represent the random distribution of mortar and aggregates …

A multi-scale damage model of concrete is proposed based on the concept of energy
equivalent strain for generic two-or three-dimensional applications. Continuum damage …

通过两相随机介质对混凝土细观结构进行建模, 给出了混凝土破坏全过程模拟. 首先,
为了反映混凝土水泥砂浆和骨料的随机分布, 引入新**发展的两相介质随机场对混凝土进行建模 …

Concrete is typically treated as a homogeneous material at the continuum scale. However,
the randomness in micro-structures has profound influence on its mechanical behavior. In …