A direct path-integral scheme with fatigue constitutive models for concrete tension,
compression and rough crack shear is used to predict the life-cycle of RC slabs. The three …

This study investigates the deterioration process and mechanism of reinforced concrete
(RC) slabs in road bridges under dry and stagnant water (wet) conditions. Previous studies …

The shear fatigue behavior of cracked concrete interface was experimentally investigated on
a single crack plane to quantify the degree of deterioration per load cycle. A simple …

A high-cycle fatigue constitutive model for concrete joint interfaces is proposed and the
direct path-integral scheme for RC-PC structures with junction planes is presented. Both …

Small-scale fatigue experiments were conducted to investigate failure modes of the coupled
system of soil foundation and concrete slab subjected to wheel-type moving loads. Based on …

This paper develops a shear-friction membrane model that is able to limit the shear strength
of concrete crack surfaces according to the shear-friction theory so that concrete can fail in …

Um die Anforderungen an die Sicherheit und Zuverlässigkeit eines Bauwerks zu erfüllen, ist
bei zyklischer Beanspruchung im Grenzzustand der Tragfähigkeit in der Regel der …

Coupled analysis of mass transport in concrete and damage mechanics with cracking is
presented for structural performance assessment under combined severe loads and …

Coupled analysis of mass transport and damage mechanics associated with steel corrosion
is presented for structural performance assessment of reinforced concrete. Multi-scale …

シールドトンネルは円形断面を有する安定な構造であるが, 地盤沈下と鋼材腐食の複合的な要因
によって供用中の地中洞道の経年劣化に伴う変状が報告され, 現状のみならず …